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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge 1: 3: 6 or richer mix(B-14/14.2.1) |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge.In cement mortar.(B-14/14.3) |
| 3 | Demolishing stone rubble masonry 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 mortar.(B-14/14.9.2) |
| 4 | Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead:Of area 3 square meter and below.(B-14/14.12.1) |
| 5 | Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead:Of area 3 square meter and below (B-14/14.3.1) |
| 6 | Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.(B-14/14.25) |
| 7 | Dismantling manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-Whatrer bound macadam road (average thickness 250 mm)(B-14/14.59.1) |
| 8 | CARRIAGE OF MATERIALS Building Rubbish Stone metal (Grit and ballast etc.) For 10 Km.For Depth upto 1.50 m (G-4.1) |
| 9 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock (B-1/1.7.1) |
| 10 | Earth work in excavation by mechanical means (Hydraulicexcavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil(B-1/1.6) |
| 11 | Filling available excavated earth (excluding rock) in trenches,plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.(B-1/1.25) |
| 12 | Providing and laying inposition cement concrete including curing, compactionetc.completein specified grade excluding the cost of centering and shuttering All work upto plinth level. |
| 13 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size)..(B-3/3.1.1) |
| 14 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).(B-3/3.1.3) |
| 15 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).(B-3/3.1.6) |
| 16 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design Mix (B-4/4.1) |
| 17 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix(B-4/4.2) |
| 18 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix (B-4/4.3) |
| 19 | Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix.(B-4/4.6.1) |
| 20 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-Mechanically Treated bars.(for all concrete works)Reinforcement for above @ 1.1 % or 120 kg / cum (B-4/4.13.3) |
| 21 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.(B-4/4.9) |
| 22 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for (B-4/4.10) |
| 23 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.(B-4/4.10.2) |
| 24 | Columns, Pillars, Piers, Abutments, Posts and Struts. (B-4/4.10.3) |
| 25 | Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks(B-5/5.1) |
| 26 | Cement mortar 1 : 6 (1 cement : 6 coarse sand)(B-5/5.1.2) |
| 27 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :(B-5/5.2) |
| 28 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) (B-5/5.2.2) |
| 29 | Half brick masonry in Superstructure , above plinth level uptofloor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand)(B-5/5.8.2) |
| 30 | Add extra providing and placing in position 2 Nos. ,6mm ØM.S. bar at every third course of half brick masonry .(B-5/5.9) |
| 31 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). (B-6/6.1.6) |
| 32 | Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :Cement Mortar 1:6( 1-Cement : 6-Sand). (B-6/6.2.6) |
| 33 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : (B-12/12.2) |
| 34 | 20mm thick .(B-12/12.2.2) |
| 35 | 12mm thick ..(B-12/12.2.3) |
| 36 | 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand)(B-12/12.5) |
| 37 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick.(B-3/3.7.1) |
| 38 | P & F 1st qualityVitrified Porcelain Polished tiles on floor,skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.size 600 mm X 600 mm(B-7/7.18.2) |
| 39 | Fine grinded Gangsaw cut 30-35 mm thick stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing andinstruction of EI. Red sand stone (Karauli stone) (B-11/11.23.1 ) |
| 40 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. (B-11/11.24) |
| 41 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.South Zed Black Up to 1500 Cm2 Tiles(B-7/7.5.3.i) |
| 42 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m heightwith 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm 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 by means of cramps which shall be paid separately)Red sand stone -Exposed face machine cut(B-6/6.8. 2) |
| 43 | 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. (B-6/6.11) |
| 44 | Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases.(B-6/6.12) |
| 45 | Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade.25 mm thick(B-6/6.19.1) |
| 46 | Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and \"PAN Shape\" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.(B-6/6.20) |
| 47 | Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota 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/Kota Stone WorkFull Edge moulding(B-7/7.6.2/i) |
| 48 | Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).)For fixed portionPowder coating aluminum ( minimum thickness of powdercoating 50 micron)(B-16/16.1.1.2) |
| 49 | For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately).Powder coating aluminum ( minimum thickness of powdercoating 50 micron) (B-16/16.1.2.2) |
| 50 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-chargePrelaminated particle board with decorative lamination onboth sides.(B-16/16.4.2 ) |
| 51 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / 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 basicitem.)With float glass panes of 8 mm thickness (B-16/16.5.3) |
| 52 | Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work byproviding weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer in- charge complete.(B-16/16.7 ) |
| 53 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.(B-16/16.8 ) |
| 54 | Providing and fixing aluminium U shape handle of size 100mm with SS screws etc. Complete as per direction of Engineer-in-chargePolyester powder coated minimum thickness 50 micron aluminium . (B-16/16.9.3 ) |
| 55 | Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium section (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.Powder coating aluminum ( minimum thickness of powder coating 50 micron) (B-16/ 16.10.2) |
| 56 | S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding.(B-16/16.11) |
| 57 | Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) (B-12/12.22.1) |
| 58 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect (B-12/12.40.1) |
| 59 | Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provisionNew Work (B-12/12.43.1) |
| 60 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (B-9/9.8 ) |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work(B-12/12.46.1) |
| 62 | Providing and fixing Stone jali 50mm thick Red/Pink sand stone as per ornamental design to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade.(B-6/6.22) |
| 63 | Providing and fixing 16 mm M.S. Fan clamps of standardshape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete(B-13/13.11) |
| 64 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401.For Grading II Material.(Unified RoadBSR_2025-26. 4/4.01) |
| 65 | SANITARY WORKS |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 mspacing. This includes jointing of pipes & 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 walls etc.,) (S-2/2.38) |
| 67 | 15 mm nominal size (S-2/2.38.1) |
| 68 | 20 mm nominal size (S-2/2.38.2) |
| 69 | 25 mm nominal size (S-2/2.38.3) |
| 70 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work). |
| 71 | 20mm nominal size |
| 72 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) |
| 73 | 20mm nominal size(S-2/2.37.2) |
| 74 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc.,complete of approved design: (S-2/2.26) |
| 75 | 1000 ltr. Capacity (S-2/2.26.5) |
| 76 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make (S-2/2.15) |
| 77 | (-do-) 20mm nominal bore.(S-2/2.15.2) |
| 78 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant. |
| 79 | 110 mm dia(S-3/3.16.3) |
| 80 | Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge |
| 81 | Swan neck pillar cock 15 mm nominal size(S-2/2.32.2) |
