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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-03-2024 | date extend | Date | 16-03-2024 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches PWD SOR2023-24 Chapter-4 Item No.- (251) |
| 2 | Earth work in 3 km cartage & cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. PWD SOR2023-24 Chapter-4-253 Item No.- 231(a) |
| 3 | Extra for Earth work in embankment mechanically compacted to 98% proctor density in ordinary soil, excavation to be done form of regular pits not exceeding 0.5m in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including supply of labour, T&P, roller and water sprinkler. PWD SOR2023-24 Chapter-4-o. 253.b |
| 4 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. PWD SOR 2023-24, Chapter-5, Item No.- 2 |
| 5 | Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401 As per Analysis PWD (MORTH) |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge). Analysis No-1as per DSR -2021, Item No. 16.69 |
| 7 | Providing & Laying I shaped (zigzag) Precast interlocking tile of thickness 80mm thick (Comressive strength not less then 30 mpa and weight 4.50 kg) including 25mm thick local sand base leveling and dressing of surface to required level and slope, filling joints with local sand all complete PWD SOR-2023-24,Ch 20, Item No.14 80mm thick Rubber Moulded Colour |
| 8 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) supply of all Material and T&P required for proper completion of work. PWD SOR-2023-24, Ch-15, S.No. 5 |
| 9 | Providing and installation ofDUSTBIN mobile container 120 ltr (for Class A) Normal Type G.M DUSTBIN (Wheel dustbin 120 ltr) As per Gem Portal Quotation |
| 10 | Supply & fixing of 7mtr GI octagonal Pole having top dia 70mm, bottom dia 130mm and base plate thickness 16mm and having sheet thickness of 3mm with single arm bracket, base plate 220 x 220 x 16mm, 4Nos foundation bolt 750mm length, Dia 24mm RCC foundation including the cost of foundation, foundationbolts, as required, complete in all respect as per UPPWD Schedule.SOR -2018 (E), Ch. 6, S.No. 641 |
| 11 | Supplyof Solar AIOSingle piece High pressure Die cast(LM6 Alloy) Aluminium housing appearance of Solar AIO shall be traditional Street Light,IP65 & IK08, suitable for OD 50/60mm bracket, having Min 3000MVDA Approved Ratelumens, suitable for 24hrs (2 Nights) Autonomy and its backup calculation sheet shall be approved by Consultant Dimming Profile : • From Dusk – First 05hours sensor enabled with 30% brightness level • Next 05Hours sensor disabled and fixed at 30% Brightness level • Next 2hours/dawn- Sensor enabled with 30% brightness level Lithium pherrophosphate Battery capacity min [email protected] or256 watt hour & shall be of fresh manufactured battery (Not re-used cells) Battery Temp range -20-+60? and panel capacity min 35Wp, CRI >=70, Efficacy Min >175lm/W is MUST, system wattage should not be more than 17W ± 5%, if wattages increases then the size of battery & panel shall also be increased in similar percentage to maintain equal autonomy of the system. Life class of LED System 50000hrs@L70, LED Make - CREE/NICHIA/LUMILEDS/OSRAM. CE Certified, charger efficiency >90% and standards IEC62109-1, IEC61547, CISPR15, IEC62093, IEC61347-2-13, EN50530, IEC62384The PV module should be made up ofcrystalline silicon solar cells \"Mono-Crystalline\" and must have a certificate of testing conforming to IEC 61215 Edition II / BIS 14286 & IEC 61730-1,2 IEC60598, Operating temp 0 Degree C to 50 Degree C, certifying above given prameters all reports shall be from In-house NABL or IECQ or any international accredited Laboratory, Complete luminaire/battery/panel/charge controller must be BIS accredited (If applicable) and as per UPPWD Approved Product List. Philips Model : SunStay or similar in OSRAM, Lighting technology and Trilux. |
| 12 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenchesPWD SOR2023-24Chapter-4 Item No.- (251) |
| 13 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. PWD SOR2023-24, Chapter-5, Item No.- 2 |
| 14 | RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) PWD SOR 2023-24, Ch.5, Item No. 9 |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, including cost of centering, shuttering, finishing and excluding reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size) PWD SOR 2023-24, Ch.5, Item No. 11Up to Plinth Lvl. |
| 16 | Avobe Plinth Level up to 5th Lvl. |
| 17 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600)MVDA Approved Rate |
| 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works PWD SOR 2023-24, Ch.10, Item No 10.25.2 |
| 19 | Class-150 (non Modular) brick workbut in in1:4 cement and coarse sand mortar super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm. PWD SOR-2023-24, Ch 6, Item No 2+5 |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) PWD SOR 2023-24, Ch. 15, S.No.5 |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new workincluding supply of all Material and T&P required for proper completion of work. Wood & steel. PWD SOR 2023-24, Ch.15, Item No. 14 |
| 22 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches PWD SOR 2023-24 Chapter-4 , Item No.- 1 |
| 23 | Earth work in cartage 3kmcutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge PWD SOR 2023-24, Item 253+231a |
| 24 | Extra for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the surf Including Supply of Labour, T&P, Roller and water sprinkler PWD SOR 2023-24, Item 253b |
| 25 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. PWD SOR 2023-24 Ch-5, Item No.- 2 |
| 26 | Providing and laying in position machine batched and machine mixed design mix, M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. (Note: Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). PWD SOR 2023-24 Ch-5, Item No.- 16 Up to Plinth Lvl. |
| 27 | Avobe plinth Level up to 5th Lvl. |
| 28 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). PWD SOR 2023-24, Ch.5, Item No. 13 |
| 29 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) MVDA Approved Rate |
| 30 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works PWD SOR 2023-24, Ch.10, Item No 10.25.2 |
| 31 | Class M150 (non Modular) brick work in1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.PWD SOR-2023-24, Ch 6, Item No. 2 |
| 32 | Class-150 (non Modular) brick workbut in in1:4 cement and coarse sand mortar super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm. PWD SOR-2023-24, Ch 6, Item No 2+6 |
| 33 | 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smoothPWD SOR-2023-24, Ch 13, Item No. 1 |
| 34 | 15mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smoothPWD SOR-2023-24, Ch 13, Item No.6 |
| 35 | 6mm ceiling plaster 1:3 (1 cement : 3 fine sand in F.M. not less than 1.25, 1:3 including chipping of RCC surafce before ceiling plaster. The cost of including all material, labout T&P and scaffolding etc. complete. PWD SOR-2023-24,, Ch 13, Item No. 13 |
| 36 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. PWD SOR-2023-24,Ch. 15, S.No. 1 |
| 37 | Providing and applying of Heritage GRIT FINISH, a surface texture paint after applying corresponding roller coat brush finish as heritage primer on pre plasterd surface to be smooth level without any undulations,color scheme as per approved sample in approved shade.Grit is a two component system of natural marble chips 25 kg and 5 kg of Bonding agent (100% pure Acryalic emulsion). The composition of texture paint consits of grit, made of natural marble chips,no pigment added matt finish.flame retardant resistance to fungal and algal attacks The first coat (primer )should be applied by brush or wool roller as base coat, diluted with sufficient water and the next coat a final coat to be applied with trowel and properly finished. The thickness of both coat should be 1.00 mm to 1.50 mm.Application to be carried out by company\"s Authorised Dealer Approved Rate for MVDA |
| 38 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer including supply of all Material and T&P required for proper completion of work PWD SOR 2023-24, Ch.15, Item No. 2 |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new workincluding supply of all Material and T&P required for proper completion of work. Wood & steel. PWD SOR 2023-24, Ch.15, Item No. 1 |
| 40 | Providing and fixing Red stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. PWD SOR 2023-24, Ch.18, Item No. 4 |
| 41 | Providing and laying vitrified floor tiles without lean concrete of 600x600mm sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., completePWD SOR2023-24, Ch. 14, S.no. 23 |
| 42 | Providing and laying vitrified (anti skid) floor tiles without lean concrete of 600x600mm sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete (1070+50=1120/-) PWD SOR2023-24, Ch. 14, S.no. 17 |
| 43 | Providing and fixing 1st quality ceramic glazed Wall tiles confirming to IS: 15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skerting, riser of step and dados over 12 mm thick bed of cement mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete PWD SOR2021, Ch. 14, S.no. 19 |
| 44 | Providing and laying Polished Granite jet Black stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. PWD SOR 2023-24, Ch.14, Item No.27 |
| 45 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (Granite work) Analysis-11 as per DSR 2021, Item No. 8.3.2 |
| 46 | Kota Stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing cmplete with base cement mortar 1:4 (1 cement: 4 Coarse sand) 25mm thickPWD SOR-2023-24, Ch.14, Item No. 12 |
| 47 | Kota Stone slab 20mm thick in riser of steps, skerting, dado and piller laid on 12 mm (average) thick Cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing polishing complete. PWD SOR-2023-24, Ch.14, Item No. 13 |
| 48 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. PWD SOR-2023-24, Ch.10, Item No. 21 |
| 49 | Providing and fixing ISI marked flush door shuttrs conforming to IS : 2202 (Part-1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veenering with vertical grains or cross bands and face veneers on both faces of shutters including ISI marked stainless steel butt hinges with necessary screws, steel handles sliding bolt, door stopper and tower bolt. 35 mm thick (Excluding coat of fiitings) PWD SOR 2023-24, Chapter-9, item no.- 1.a |
| 50 | Providing and fixing factory made PVC door frame of size 50x47 mm with awall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet, Mitred at Cornes and jointed with 2 nos of 150mm long brakets of 15x15 mm MS square tube the vertical door frame profiles to be reinforced with 19x19 mm MS square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out hte frame. The door frame to be fixed to the wall using MS Screws of 65/100mm size, complete as per manufacture\"s specification and direction of Engineer-in-charge. PWD SOR 2023-24, Ch.9, Item No. 5 |
| 51 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. framePWD SOR 2023-24, Ch.9, Item No. 4 shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gapinsert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer\"s specification & drawing. |
| 52 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125mm PWD SOR 2023-24, Ch.27, Item No.1 |
| 53 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10mm PWD SOR 2023-24, Ch.27, Item No.6 |
| 54 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin Rubber Stopper PWD SOR 2023-24, Ch.27, Item No.2 |
| 55 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete.PWD SOR 2023-24, Ch.27, Item No.7 |
| 56 | Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ±Analysis-12 as per DSR 2021, Item No. 9.147.B10.2 mm thickgalvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extrudedglazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glazing bead of appropriate dimension. (Area upto 0.75 sqm.) |
| 57 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads and uPVCextrudedinterlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rodof required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing beadof appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). PWD SOR 2023-24, Ch.9, Item No. 14 |
| 58 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.5 mm thickness PWD SOR 2023-24, Ch.9, Item No. 9 |
| 59 | Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying aPWD SOR 2023-24, Ch. 11, S.No. 2slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab adjoining wall upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining heights upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of propoer curing applying a second of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed water proofing compound conforming to IS 2645 and approved by Engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 x 300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test . All above operations to be done in order and as directed and specified by the Engineer-in-charge with average thickness of 120 mm and minimum thickness at khurra as 86mm |
| 60 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chasePWD SOR 2023-24, Ch. 11, S.No. 10 |
| 61 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. PWD SOR 2023-24, Item S.I no 6 ch- 11 |
| 62 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110mm dia PWD SOR 2023-24, Item S.I no 14 ch- 23 |
| 63 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests PWD SOR 2023-24, S.I no 1 chapter 24 |
| 64 | Providing and fixing water closet squatting pan (Europentype W.C. pan ISI mark) with seat and lid 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS :7231, with all fitting and fixtures complete, including cutting and making good the walls and floors wherever required. white vitreous china orissa pattern W.C. pan of size 580x440mm with integral type foot rests including stop cock complete in all respect.PWD SOR 2023-24, S.I no 2 chapter 24 |
| 65 | Providing and fixing wash Basin (ISI mark) with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. White vitreous china chine wash Basin size (630X450) mm with single 15mm cp brass pillar tap. (item no.- 3b/24) PWD SOR 2023-24,. (item no.- 5b/24) |
| 66 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : PWD SOR 2023-24,. (item no.- 6/24) Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern |
| 67 | Single half stall urinal with 5 ltr PVC automatic flushing cistern |
| 68 | Providing & fixing PVC waste pipe or sink or wash basin including PVC waste fittings complete. Flexible pipe 40 mm dia PWD SOR 2023-24, S.I no 13b ch-24 |
| 69 | P/f 100x75mm/ 100 mm dia PVC nehani trap1369 Analysis - 8 as per DSR Civil - 2021, Item No. 1369 |
| 70 | P/f Stainlessb Steeljali of 100x100mm sqm / 100 mm dia ch-23/30 PWD SOR 2023-24, ch-23/29 |
| 71 | Providing & fixing P.V.C. pipe Confirming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittings PWD SOR 2023-24,Ch-23/30 110mm dia |
| 72 | 90mm dia |
| 73 | Providing and fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threded fittings including fixing with clamps at 1m spacing. This includes jointing of pipes and fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases and making good the wall etc. PWD SOR 2023-24, Ch-23/2 20 mm dia (iner fitting) |
| 74 | 32mm dia (outer fitting) |
| 75 | Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). 32mm dia PWD SOR 2023-24, S.I No 23/8 32mm dia |
| 76 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms Analysis - 13 as per DSR Civil - 2021, Item No. 18.54.1 |
| 77 | Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 122mm long, weighing not less than 99 gms Analysis - 14 as per DSR Civil - 2021, Item No. 18.54.2 |
| 78 | Providing and fixing C.P. brass stop cock (Concealed) of standerd design and of approved make confirming to IS8931:- 15mm nominal bore PWD SOR 2023-24, S.I no 22, Ch.23 |
| 79 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500 x 700 mm internal dimension 45 cm deep for pipe line with one or two inlets : with common burnt clay F.P.S. (non modular bricks of class designation M-150, total weight of cover with frame to be not less than 38kg ( weight of cover 23 kg and weight of frame 15kg), RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregaet 40 mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation M-150 PWD SOR 2023-24, S.I no 8b/Ch.25 |
| 80 | S/F Water storage tank P.V.C syntax or equivalent make including float value, connecting Rod of brass, etc all complete. Ch.-19/2 PWD SOR 2023-24, Ch.-19/2 |
| 81 | P/f mirror of superior glass and of rectangle 453x357mm in size with plastic moulded frame of approved make and shade with 6mm thick hard board Backing . PWD SOR 2023-24, As item no 24/16 |
| 82 | Supply and making connection of 25mm nominal bore in water line including ferrul, clamp, excavation all complete. SI no 23.17 c PWD SOR 2023-24, SI no 9/Ch.23 |
| 83 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink without drain board(i) 610x510 mm bowl depth 200 mm SOR 19-20, Ch. 24, S.No. 7.b(i) |
| 84 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment) Analysis-1 as per DSR (H) 20, Item no. 2.2 |
| 85 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). Analysis-2 as per DSR (H) 20, Item no. 2.3 |
| 86 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 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 earth shall be paid for separately). In rows 5 cm apart in both directions Analysis-3 as per DSR (H) 20, Item no. 2.10.1 |
| 87 | Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group)Analysis-5 as per DSR (H) 20, Item no. 2.42.1 |
| 88 | Digging holes in ordinary soil and refilling the 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 removal of 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 45CM DEEP, 45 CM DIA Analysis-7 as per DSR (H) 20, Item no. 2.14.4 |
| 89 | Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge.DSR (H) 20, Item no. 8.23 |
| 90 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 34 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.DSR (H) 20, Item no. 8.30 |
| 91 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 8.13 |
| 92 | Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 8.31 |
| 93 | Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 8.35 |
| 94 | Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 8.46 |
| 95 | Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 8.54 |
| 96 | Providing and stacking of Tecoma stans of height 45-60 cm. branched in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 8.70 |
| 97 | Providing and stacking of Ipomoea purpurea (Morning glory) of height30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.DSR (H) 20, Item no. 9.7 |
| 98 | Anti termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge. Analysis-6 as per DSR (H) 20, Item no. 2.54 |
| 99 | Digging holes in ordinary soil and refilling the 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 removal of 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 Analysis-8 as per DSR (H) 20, Item no. 2.14.3 |
| 100 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 7.5 |
| 101 | Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 7.8 |
| 102 | Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 7.14 |
| 103 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 7.24 |
| 104 | Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. DSR (H) 20, Item no. 7.28 |
| 105 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches.PWD SOR 2023-24 Chapter-4 , Item No.- 1 |
| 106 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and floors.PWD SOR-2023-24 Ch-5, Item No.- 2 |
| 107 | RCC work Providing and laying in position specified grade of reinforced cement concrete, Including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 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)PWD SOR 2022-2023, Ch.5, Item No.9 (5.1.2) |
| 108 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement : 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) up to Plinth Lvl.PWD SOR 2022-2023, Ch.5, Item No.11 (5.2.2) |
| 109 | Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 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)PWD SOR 2022-2023, Ch.5, Item No.10 (5.1.2) |
| 110 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) as per Analysis (Make - Tata, Jindal, SAIL)MVDA Approved Rate |
| 111 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In grating, frames, guard bar, ladder, railings, brackets, gates and similar workPWD SOR 2023-24, Ch.10, Item No.17 |
| 112 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches.PWD SOR 2023-24 Chapter-4 , Item No.- 1 |
| 113 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and floors.PWD SOR-2023-24 Ch-5, Item No.- 2 |
| 114 | Class M150 (non Modular) brick work in1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. PWD SOR-2023-24, Ch 6, Item No. 2 |
| 115 | 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth PWD SOR-2023-24, Ch 13, Item No. 1 |
| 116 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. 0.0m to 1.50mtrPWD SOR 2023-24, Ch.4, Item No.1 |
| 117 | Extra Depth 1.50-3.00PWD SOR 2023-24, Ch.4, Item No.1+5 |
| 118 | Sand filling in plinth including supply of necessary quantity of local sand and including watering dressing etc. required for proper completion of work.PWD SOR 2023-24,Ch.4 Item No.6 |
| 119 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors.PWD SOR 2023-24 Ch-5, Item No.- 2 |
| 120 | RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)PWD SOR 2023-24, Ch.5, Item No. 10 |
| 121 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) MVDA Approved Rate |
| 122 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works PWD SOR 2023-24, Ch.10, Item No 10.25.2 |
| 123 | Class M150 (non Modular) brick work in1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work.PWD SOR-2023-24, Ch 6, Item No. 2 |
| 124 | 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smoothPWD SOR-2023-24, Ch 13, Item No. 1 |
| 125 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia Analysis No. 18 As per DAR 2021, Item No. 23.1.1.1 |
| 126 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia Analysis No. 19 As per DAR 2021, Item No 23.3.2 |
| 127 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia Analysis No. 20 As per DAR 2021, Item No. 23.4.2 |
| 128 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Analysis No. 21 As per DAR 2021, Item No.23.5 |
| 129 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Analysis No. 22 As per DAR 2021, Item No. 23.6 |
| 130 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Analysis No. 23 As per DAR 2021, Item No. 23.7 |
| 131 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Analysis No. 24 As per DAR 2021, Item No. 23.8 |
| 132 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia Analysis No. 24 As per DAR 2021, Item No. 23.13.2 |
| 133 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortarPWD SOR 2023-24 Chapter-17 Item No.- 6 |
| 134 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches PWD SOR2023-24Chapter-4 Item No.- (251) |
| 135 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. PWD SOR 2023-24, Chapter-5, Item No.- 2 |
| 136 | RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)PWD SOR 2023-24, Ch.5, Item No. 9 |
| 137 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) MVDA Approved Rate |
| 138 | Cartage of (3km ) Ballst, Kanker, Coal, Grit or sand etc. including loading and unloading but exluding staking on pussa roads. PWD SOR 2023-24, Ch.3, Item No. 231a |
| 139 | Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Marine plywood conforming to IS: 710 PWD SOR 2023-24, Ch.12, Item No. 9 |
| 140 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design andpatterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metalT-Grid of hot dipped galvanised iron section of 0.33mmthick(galvanized @120gramspersqmincludingbothsides)comprising ofmain-Trunners of size 24x38 mm of length 3000 mm,cross-Tofsize24x32mmoflength 1200mmandsecondaryintermediate cross-Tof size 24x32 mm of length 600mm to formgrid module of size 600 x 600 mm, suspended from ceiling usinggalvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid andZ cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The workshallbe carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge. With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles PWD SOR 2023-24, Ch.12, Item No. 11 |
| 141 | Providing and laying anti skid Vertified Tiles in floor without lean concrete of 600x600mm sizes (thickness 10mm) with water absorption less than 0.08% and confirming to IS: 15622, of approved brand manufacture, in desired colour and shades, laid with cement Based high polymer modified quit set tile adhesive (water Based) confirming to IS :15477, including grouting of joints PWD SOR2023-24, Ch. 14, S.no. 23+Ch.1/18 |
| 142 | Providing and fixing 1st quality ceramic glazed Wall tiles confirming to IS: 15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skerting, riser of step and dados over 12 mm thick bed of cement mortar 1:3 (1 Cement :3 Coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade completePWD SOR2023-24, Ch. 14, S.no. 11.37A |
| 143 | Providing and laying Polished Granite jet Black stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.PWD SOR 2023-24, Ch.14, Item No.27 |
| 144 | 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.PWD SOR-2022-23,Ch. 15, S.No.22 |
| 145 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer including supply of all Material and T&P required for proper completion of workPWD SOR 2023-24 Ch.15, Item No. 2 |
| 146 | Providing and applying of Heritage GRIT FINISH, a surface texture paint after applying corresponding roller coat brush finish as heritage primer on pre plasterd surface to be smooth level without any undulations,color scheme as per approved sample in approved shade.Grit is a two component system of natural marble chips 25 kg and 5 kg of Bonding agent (100% pure Acryalic emulsion). The composition of texture paint consits of grit, made of natural marble chips,no pigment added matt finish.flame retardant resistance to fungal and algal attacks The first coat (primer )should be applied by brush or wool roller as base coat, diluted with sufficient water and the next coat a final coat to be applied with trowel and properly finished. The thickness of both coat should be 1.00 mm to 1.50 mm.Application to be carried out by company\"s Authorised DealerApproved Rate for MVDA |
| 147 | Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a PWD SOR 2023-24, Ch. 11, S.No. 2slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab adjoining wall upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining heights upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of propoer curing applying a second of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed water proofing compound conforming to IS 2645 and approved by Engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 x 300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test . All above operations to be done in order and as directed and specified by the Engineer-in-charge with average thickness of 120 mm and minimum thickness at khurra as 86mm |
| 148 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.PWD SOR 2023-24, Ch. 11, S.No. 6 |
| 149 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chasePWD SOR 2023-24, Ch. 11, S.No. 10 |
| 150 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameterPWD SOR 2023-24, Ch. 12, S.No. 4 |
| 151 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in charge.PWD SOR 2023-24, Ch. 17, S.No 15.2.1 |
| 152 | Providing and fixing water closet squatting pan (Europentype W.C. pan ISI mark) with seat and lid 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS :7231, with all fitting and fixtures complete, including cutting and making good the walls and floors wherever required. white vitreous china orissa pattern W.C. pan of size 580x440mm with integral type foot rests including stop cock complete in all respect. PWD SOR 2023-24, S.I no 2 chapter 24 |
| 153 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsPWD SOR 2023-24, S.I no 1 chapter 24 |
| 154 | Providing and fixing wash Basin (ISI mark) with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. White vitreous china chine wash Basin size (630X450) mm with single 15mm cp brass pillar tap. (item no.- 3b/24) PWD SOR 2023-24,. (item no.- 5b/24) |
| 155 | Providing & fixing PVC waste pipe or sink or wash basin including PVC waste fittings complete. Flexible pipe 40 mm diaPWD SOR 2023-24, S.I no 13b ch-24 |
| 156 | P/f 100x75mm/ 100 mm dia PVC nehani trap1369 Analysis - 8 as per DSR Civil - 2021, Item No. 1369 |
| 157 | P/f Stainlessb Steeljali of 100x100mm sqm / 100 mm dia ch-23/30 PWD SOR 2023-24, ch-23/29 |
| 158 | Providing & fixing P.V.C. pipe Confirming to IS make working pressure 6kg/sqcm including testing labour T&P and all complete fittingsPWD SOR 2023-24,Ch-23/30 110mm dia |
| 159 | 140mm dia |
| 160 | Providing and fixing chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threded fittings including fixing with clamps at 1m spacing. This includes jointing of pipes and fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed work, including cutting chases and making good the wall etc. PWD SOR 2023-24, Ch-23/2 20 mm dia (iner fitting) |
| 161 | 32mm dia (outer fitting) |
| 162 | Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). S.I No 23.15 32mm dia PWD SOR 2023-24, S.I No 23.15 32mm dia |
| 163 | Providing and fixing C.P. brass bib cock of approved quality Confirming to IS 8931 :- 15mm nominal bore PWD SOR-2023-24, Ch.23,item no. 19 |
| 164 | Providing and fixing C.P. brass long nose bib cock of approved quality and Confirming to IS standerds and weighing n PWD SOR-2023-24, Ch.23,item no. 20ot less than 810gms:- 15mm nominal bore |
| 165 | Providing and fixing C.P. brass stop cock (Concealed) of standerd design and of approved make confirming to IS8931:- 15mm nominal bore PWD SOR-2023-24, Ch.23,item no. 22 |
| 166 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500 x 700 mm internal dimension 45 cm deep for pipe line with one or two inlets : with common burnt clay F.P.S. (non modular bricks of class designation M-150, total weight of cover with frame to be not less than 38kg ( weight of cover 23 kg and weight of frame 15kg), RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregaet 40 mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design.PWD SOR 2023-24, S.I no 25.6 b |
| 167 | S/F Water storage tank P.V.C syntax or equivalent make including float value, connecting Rod of brass, etc all complete. Ch.-19/2 PWD SOR 2023-24, Ch.-19/2 |
| 168 | P/f mirror of superior glass and of rectangle 453x357mm in size with plastic moulded frame of approved make and shade with 6mm thick hard board Backing . As item no 24.23 PWD SOR 2023-24, As item no 24/16 |
| 169 | Providing & Laying Unbranded Sofa Sets, Number of seats 5 NA (Unbranded Sofa Set (3+2)) Analysis No.34 as per quotation gem portal |
| 170 | Providing & Laying Asha Furniture & Interior Rectangular CENTRE TABLE with Flat glass Top of067mmX1067mm Asha Furniture & Interior R (AFCC-0012) Analysis No.35 as per quotation gem portal |
| 171 | Providing & Laying Unbranded 5 Seater Sofa With Leatherite Cover NA (SOFA SET) Analysis No.36 as per quotation gem portal |
| 172 | Providing & Laying met-l-wood Revolving Chair With Arm Forward Tilt mechanism met-l-woodR (met-l-wood Revolving Chair (Version 2)) Analysis No.37 as per quotation gem portal |
| 173 | Providing & Laying HARLISON Revolving Chair With Arm Tilt working with torsion bar mechanism HARLISON R (RC-2(4008063) Analysis No.38 as per quotation gem portal |
| 174 | Providing & Laying Unbranded 1800 mm 900 mm 750 mm NA (Artifex-B888) Analysis No.39 as per quotation gem portal |
| 175 | Providing & Laying GODREJ INTERIO 10 seaters Meeting Table GODREJ INTERIOR (Godrej Interio Mingle Unitized MEM4200W) Analysis No.40 as per quotation gem portal |
| 176 | Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cablein heavy guage rigid steelconduit pipe partly concealed in the walland partly laidinslab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose/angle/batten holder on 3mm thickphenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash.138 C ) |
| 177 | Wiring point for two ways light with 1.5 sq. mm. F.R. PVCinsulated multistrand single core copper conductor cable in PVC Conduit concealed in the walland partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuitywire , GP Box andtwo number two waypiano type switches & ceiling rose / angle / batten holder on 3 mm thick phanolic laminated backelite sheet etc., complete in allrespect,as directed, including matching colour wash.B)but in PVC conduit with 1.5 sq. mm.FRLSH PVCinsulatedmultistrandcopperconductorcableas earthwire drawn inside the conduit. 139(C ) |
| 178 | Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit. 140 C |
| 179 | Wiringpointforplugwith 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable inPVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcementbefore concreting, complete with14 SWG copper earth continuity wire and piano typeswitch and socket etc., complete in all respect including matching colour wash. but in PVC conduit with 1.5 sq. mm.FRLSH PVCinsulatedmultistrandcopperconductorcable asearthwire drawninside the conduit.141(C ) |
| 180 | Wiring point for exhaustfan with 1.5 sq. mm.FRLSHPVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , 15A piano type switch& ceiling rose on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect including matching colour wash. but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable asearthwiredrawn inside the conduit.144 (C ) |
| 181 | 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.148 (A) |
| 182 | Same as in item 174(B) but for plug point with 5 Amp flush typeswitch and 3 pin socket and earth continuity wire of1.5 sq.mm. FRLSH PVC insulated multi strand copperconductor cable. 178 (B) |
| 183 | Add for light / fan points with modular type switch in place of piano type switch. 187 (A) |
| 184 | Add for 2 way light point with modular switches in place of piano type switches. 187 (B) |
| 185 | Add for plug point with modular switch & socket in place of piano type switch & socket. 187 © |
| 186 | Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch.187 (D) |
| 187 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required.DSR 2022 1.24 Telephone socket outlet |
| 188 | TV antenna socket outlet |
| 189 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. DSR 20221.27 1 or 2 Module (75mmX75mm) |
| 190 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire DSR 20221.14.1 |
| 191 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair DSR 2022 1.18.2 |
| 192 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. DSR 20221.19 |
| 193 | Supply and wiring of submain with two number2.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect. etc. complete in all respect. 1307(B) |
| 194 | Supply and wiring of submain withtwo number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit with one no. 2.5 sq. mm.FRLSH PVCinsulatedmultistrand copper conductor cable as earth continuity wire drawn in conduit. etc.complete in all respect.221(B) |
| 195 | Supply and fixing of batten / angleholder complete in all respect. 405 |
| 196 | Supply and fixing ofLED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fittingincluding tube on Surface complete in all respect.CAT- AAA 1413 |
| 197 | Supply installation testing and commissioning of 10w LED based mirror light made of Extruded Aluminium batten 2ft run length with multiple lumen packages and suitable for Surface, Wall & Conduit mounting (with accessories). Similar to Philips Cat. Ref. BN 021 LED10S- 6500 PSU GR S1 or equivalent. MR (RA-3) |
| 198 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. DSR 2022 (Fan) 19.1canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 199 | Supplyandlayingof aluminiumconductorPVCinsulated 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 or as 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. 501 (g) 6 sq. mm 4 core |
| 200 | 16 sq. mm 4 core |
| 201 | 50 sq. mm 3.5 core |
| 202 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring ofthe cable shall be properly connected with the earth as per direction of Engineer-Incharge.(g) 6 sq. mm 4 core |
| 203 | 16 sq. mm 4 core |
| 204 | 50 sq. mm 3.5 core |
| 205 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge.6 sq. mm (b) |
| 206 | 16 sq. mm |
| 207 | 25 sq. mm |
| 208 | 50 sq. mm |
| 209 | Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead oftwo no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect. 703 |
| 210 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect.716 |
| 211 | S & F surface/Flush mounting 4ways TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site byEngineer in charge. Cat-A 1026 (A) |
| 212 | S & F surface/Flush mounting 6ways TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site byEngineer in charge. Cat-A 1027 (A) |
| 213 | S & F surface/Flush mounting 8ways TPN distribution board with additional metal doorwithout MCB complete in all respect, as directed at site byEngineer in charge. Cat-A 1028 (A) |
| 214 | S&F of6 Amp. to 32Amp. DP MCB (10 KA) C CurveCat-A 1009 |
| 215 | S&F of 6 Amp. to 32Amp. 4 pole MCB (10 KA) C Curve Cat-A 1019 |
| 216 | S&F of 40Amp. 4 pole MCB (10 KA) C Curve Cat-A 1016 |
| 217 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. DSR 2018 (2.14) 25 A |
| 218 | 40 A |
| 219 | Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. 1116 |
| 220 | Supply and fixing of 16 SWG M.S. drum with luvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 1122 (A) |
| 221 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality.1136 |
| 222 | Supply and fixing of power plug with 20 Amp./250 voltflush type modular switch and 5 pin 20 A/250 volt flush type universal modular socketswitch on concealed M.S boxincluding supply of all material, labour T&P etc. required for proper completion of work. 1139 (A) |
| 223 | Supply and fixing hexagonal Round G.P.fan box approved make made up of 1.0 mm thickISI Marked G.P.sheet spot welded Four to Eightholes for pipe entryof the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed. Fixing with wiring conduit laid in the R.C.C. roof before concretingalongwith supply of all material, labour, T&P etc. required for proper completion of the work. 1149 |
| 224 | 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 and 25 A modular SP MCB, \"C\" curve including connections, painting etc. as required. DSR20221.57 |
| 225 | Supply and fixing of electronic fan regulator( Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. 1203(C) |
| 226 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. DSR 2022 14.16200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 227 | Supply of Totally enclosed exhaust fan, 300mm sweep continously rated highly efficient heavy-dutymotor similar to Crompton Cat. Ref. Trans Air 12\" or equivalent. Approved Rate Jait TFC |
| 228 | Supply and fixing of 3 Watt to 6 Watt LEDSpot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. CAT-AAA 1441 |
| 229 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. PWD SOR 2023-24 Chapter-4 , Item No.- 1 |
| 230 | Excavation Add 1.50 to 3.00m |
| 231 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors.PWD SOR 2023-24 Ch-5, Item No.- 2 |
| 232 | Providing and laying in position machine batched and machine mixed design mix, M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. (Note: Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). PWD SOR 2023-24 Ch-5, Item No.- 16 Up to Plinth Lvl. |
| 233 | Above Plinth Lvl. |
| 234 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) DSR 2023 5.22 |
| 235 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone Analysis-27 as per DSR 2021, Item no. 7.20.1 |
| 236 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars Analysis-28 as per DSR 2021, Item No. 7.21.1 |
| 237 | Extra for stone work ashlar sunk or moulded in cornices.Analysis-29 as per DSR 2021, Item No. 7.22 |
| 238 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 30mm thick.PWD SOR 2023-24Chapter-18, Item no.- 7 |
| 239 | 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete.PWD SOR 2023-24Chapter-18, Item no.- 2 |
| 240 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm Analysis-30 as per DAR Civil-2021, Item No. 8.8.1.3 |
| 241 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. PWD SOR 2023-24, Chapter 14, Item No. 25 |
| 242 | 6mm Celling plaster 1:3 (1 cement: 3 fine sand) cement & fine sand in F.M. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc. complete PWD SOR-2023-24, Ch 13, Item No.13 |
| 243 | 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.PWD SOR-2023-24,Ch. 15, S.No.22 |
| 244 | Providing and applying of Heritage GRIT FINISH, a surface texture paint after applying corresponding roller coat brush finish as heritage primer on pre plasterd surface to be smooth level without any undulations,color scheme as per approved sample in approved shade.Grit is a two component system of natural marble chips 25 kg and 5 kg of Bonding agent (100% pure Acryalic emulsion). The composition of texture paint consits of grit, made of natural marble chips,no pigment added matt finish.flame retardant resistance to fungal and algal attacks The first coat (primer )should be applied by brush or wool roller as base coat, diluted with sufficient water and the next coat a final coat to be applied with trowel and properly finished. The thickness of both coat should be 1.00 mm to 1.50 mm.Application to be carried out by company\"s Authorised Dealer Approved Rate for MVDA |
| 245 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer including supply of all Material and T&P required for proper completion of workPWD SOR 2023-24, Ch.15, Item No. 2 |
| 246 | Providing and fixing Red stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. PWD SOR 2023-24, Ch.18, Item No. 4 |
| 247 | Providing and laying vitrified floor tiles without lean concrete of 600x600mm sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete PWD SOR2023-24, Ch. 14, S.no. 23 |
| 248 | Providing and laying Polished Granite jet Black stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. PWD SOR 2023-24, Ch.14, Item No.27 |
| 249 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (Granite work) Analysis-11 as per DSR 2021, Item No. 8.3.2 |
| 250 | Kota Stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing cmplete with base cement mortar 1:4 (1 cement: 4 Coarse sand) 25mm thickPWD SOR-2023-24, Ch.14, Item No. 12 |
| 251 | Kota Stone slab 20mm thick in riser of steps, skerting, dado and piller laid on 12 mm (average) thick Cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing polishing complete. PWD SOR-2023-24, Ch.14, Item No. 13 |
| 252 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. PWD SOR-2023-24, Ch.10, Item No. 21 |
| 253 | Providing and fixing ISI marked flush door shuttrs conforming to IS : 2202 (Part-1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veenering with vertical grains or cross bands and face veneers on both faces of shutters including ISI marked stainless steel butt hinges with necessary screws, steel handles sliding bolt, door stopper and tower bolt. 35 mm thick (Excluding coat of fiitings)PWD SOR 2023-24, Chapter-9, item no.- 1.a |
| 254 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125mm PWD SOR 2023-24, Ch.27, Item No.1 |
| 255 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10mm PWD SOR 2023-24, Ch.27, Item No.6 |
| 256 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin Rubber StopperPWD SOR 2023-24, Ch.27, Item No.2 |
| 257 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete.PWD SOR 2023-24, Ch.27, Item No.7 |
| 258 | Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ±Analysis-12 as per DSR 2021, Item No. 9.147.B10.2 mm thickgalvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extrudedglazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glazing bead of appropriate dimension. (Area upto 0.75 sqm.) |
| 259 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads and uPVCextrudedinterlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rodof required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing beadof appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). PWD SOR 2023-24, Ch.9, Item No. 14 |
| 260 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.5 mm thickness PWD SOR 2023-24, Ch.9, Item No. 9 |
| 261 | Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab adjoining wall upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining heights upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of propoer curing applying a second of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed water proofing compound conforming to IS 2645 and approved by Engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 x 300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test . All above operations to be done in order and as directed and specified by the Engineer-in-charge with average thickness of 120 mm and minimum thickness at khurra as 86mm PWD SOR 2023-24, Ch. 11, S.No. 2 |
| 262 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase PWD SOR 2023-24, Ch. 11, S.No. 10 |
| 263 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete.PWD SOR 2023-24, Item S.I no 6 ch- 11 |
| 264 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm diaPWD SOR 2023-24, Item S.I no 14 ch- 23 |
| 265 | Providing & Laying Stone Chattri with column size 3.0x3.0x3.5m Height for Main Entracnce gate all complete as per design approved by Site-in-charge/ArchitectAnalysis No. 32, As per Quotation |
| 266 | Providing & Laying Stone Chattri with column size 2.0x2.0x2.25m Height for Guard Room all complete as per design approved by Site-in-charge/ArchitectAnalysis No. 33, As per Quotation |
| 267 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. PWD SOR 2023-24 Chapter-4 , Item No.- 1 |
| 268 | Earth work in 3 km cartage & cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.PWD SOR2023-24 Chapter-4-253 Item No.- 231(a) |
| 269 | Extra for Earth work in embankment mechanically compacted to 98% proctor density in ordinary soil, excavation to be done form of regular pits not exceeding 0.5m in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including supply of labour, T&P, roller and water sprinkler.PWD SOR2023-24 Chapter-4-o. 253.b |
| 270 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. PWD SOR 2023-24, Chapter-5, Item No.- 2 |
| 271 | Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401As per Analysis PWD (MORTH) |
| 272 | Providing and laying at or near ground level factory made kerb stone of M-20 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge).Analysis No-1as per DSR - 2021, Item No. 16.69 |
| 273 | Providing & Laying I shaped (zigzag) Precast interlocking tile of thickness 80mm thick (Comressive strength not less then 30 mpa and weight 4.50 kg) including 25mm thick local sand base leveling and dressing of surface to required level and slope, filling joints with local sand all complete PWD SOR-2023-24,Ch 20, Item No.14 80mm thick Rubber Moulded Colour |
| 274 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) supply of all Material and T&P required for proper completion of work. PWD SOR-2023-24, Ch-15, S.No. 17 |
| 275 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. Analysis-31 as per DSR 2021 (16.92) |
| 276 | Less 5% as per Govt. Approoval |
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