|
| 1 | Clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of girth upto 30 cm measuredat a height of 1 m above ground level and removal of rubbishupto a distance of 50 m outside the periphery of the area cleared (B-1/1.31) |
| 2 | 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) |
| 3 | 1: 4: 8 or leaner mix.(B-14/14.2.2) |
| 4 | 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) |
| 5 | CARRIAGE OF MATERIALS Building Rubbish Stone metal (Grit and ballast etc.) For 1 Km.For Depth upto 1.50 m G-4.1 |
| 6 | 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) |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator )/ 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) |
| 8 | 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) |
| 9 | Providing and laying inposition cement concrete including curing, compactionetc.completein specified grade excluding the cost of centering and shuttering All work upto plinth level. |
| 10 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). .(B-3/3.1.2) |
| 11 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 12 | 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) |
| 13 | 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) |
| 14 | 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) |
| 15 | Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix.(B-4/4.6.1) |
| 16 | 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) |
| 17 | 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) |
| 18 | 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) |
| 19 | 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) |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts. (B-4/4.10.3) |
| 21 | Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks(B-5/5.1) |
| 22 | Cement mortar 1 : 6 (1 cement : 6 coarse sand)(B-5/5.1.2) |
| 23 | 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) |
| 24 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) (B-5/5.2.2) |
| 25 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand)5.8.2 |
| 26 | Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . |
| 27 | 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) |
| 28 | 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) |
| 29 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : (B-12/12.2) |
| 30 | 20mm thick .(B-12/12.2.2) |
| 31 | 12mm thick ..(B-12/12.2.3) |
| 32 | 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand)(B-12/12.5) |
| 33 | 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 cementmortar 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.Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)Above 3601 Cm2 Slabs.(B-7/7.5.1/iii) |
| 34 | 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 Work Full Edge moulding(B-7/7.6.2) |
| 35 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing andpolishing of cut edges etc. complete(B-7/7.8) |
| 36 | Extra for Mirror polishing on marble work where ever required to give high gloss finish complete. (B-7/7.9) |
| 37 | 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.(B-7/7.6.1) |
| 38 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades ceramic glazed vitrified tiles with water absortion less than or equal to 0.08% confirming to IS:13753 & IS : 15622 on walls, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).(B-7/7.20) |
| 39 | Size 600mm x 1200mm(B-7/7.20.1) |
| 40 | 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 allcolour 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) |
| 41 | Providing and fixing 1st quality MAT & GLOSSY finished ceramic tile confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).SIZE300mm x 600mm (B-7/7.21.3) |
| 42 | Kota stone slab flooring 25 mm thick over 20 mm (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 complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm (B-11/11.18.2) |
| 43 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars 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, includingrubbing and polishing complete(B-11/11.19.2) |
| 44 | 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 and instruction of EI. Red sand stone (Karauli stone) (B-11/11.23.1 ) |
| 45 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.(B-11/11.24) |
| 46 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m height with 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) 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)Exposed face Machine cut(B-6/6.9. 2) |
| 47 | 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) |
| 48 | 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) |
| 49 | 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 50 mm thick(B-6/6.19.2) |
| 50 | 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 20mmthick) including pointing with admixture of pigment matching with the stone shade.(B-6/6.20) |
| 51 | 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) |
| 52 | 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) |
| 53 | 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 ) |
| 54 | 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) |
| 55 | Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineerin- charge complete.(B-16/16.7 ) |
| 56 | Providing and fixing 100mm brass locks (best make of approvedquality) for aluminium doors including necessary cutting and making good etc. complete.(B-16/16.8 ) |
| 57 | 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 ) |
| 58 | 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) 16.10.2 |
| 59 | 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)_ |
| 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 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only(B-9/9.8.1) |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work (B-12/12.23) |
| 63 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, sideguides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment)(B-9/9.13) |
| 64 | Providing & fixing ball bearing for rolling shutters (B-9/9.14) |
| 65 | 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) |
| 66 | 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) |
| 67 | 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) |
| 68 | 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) |
| 69 | Providing and fixing Red/Pink sand stone post (Mataga) having size 100x100mm heights 600 to 750 mm as perornamental design such as like flower octonogal head border etc. 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-6/6.23) |
| 70 | Providing and fixing 16 mm M.S. Fan clamps of standard shape 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) |
| 71 | Providing and Applying ACRYLIC emulsion polymerwaterproofing chemical coating, on over roof on over roof slabs/terrace/balconies/parapet wall etc.with followingmethod/specification: Paint the surface with regular paint brush so as to obtainapproximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by usingabove formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of theinterval of 3-4 hours. Undulation on the surface is repair before the waterproofing work.(B-15/15.29) |
| 72 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :(B-10/10.22) |
| 73 | Making khurras 450 x 450mm with average minimumthickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete.(B-10/10.23) |
| 74 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4(3.15.1) |
| 75 | 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. 4/4.1(ii)) |
| 76 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :250mm dia Internal ( S-3/3.8.4) |
| 77 | Providing&Laying C.C. 1:5:10 (Stone aggregate 40mm nominalsize)allaroundS.W.pipeincluding15Cm. Thickbed concrete (WidthW=Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe 250mm dia S.W./NP2pipe ( S-3/3.2.5) |
| 78 | SANITARY WORKS |
| 79 | P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 510 mm(S-1/1.1.2) |
| 80 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall:WVC with C.P. brass bend.(S-1/1.20.1) |
| 81 | P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with allnecessary internal fittings including cutting and making good the wall and floor.(S-1/1.13) |
| 82 | P & F Jet spray for water closet with C.P. Copper Tube flange(S-1/1.59) |
| 83 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (large) or half stall size 610x400x80mm(S-1/1.14.2) |
| 84 | P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. (S-1/1.15) |
| 85 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass wastecoupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 610 mm x 510 mm (S-1/1.36.5) |
| 86 | Providing & Fixing Premium quality Bottle trap internal portion 32mm, size 250mm long wall connection pipe & wall flange as per approved by Engineer in Charge (S-1/1.81) |
| 87 | Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge (S-2/2.33) |
| 88 | Soap dish (S-2/2.33.16) |
| 89 | Paper Holder (S-2/2.33.20) |
| 90 | P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers-Size 600 x 450mm x 4 mm thick (S-1/1.44.1) |
| 91 | Providing & fixing C.P.flange for 15mm dia taps (S-1/1.60) |
| 92 | P & F Extension Pipe for bib cocks of approved quality/make.C.P. brass of Heavy & Superior quality 50x15mm (S-1/1.56.1) |
| 93 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass bib cock,15mm nominal bore. (S-2/2.7.3) |
| 94 | P & F Inlet Connection (Angle Valves) Superior quality, ofapproved make, for Wash basin, Gyser etc C.P. Inlet connection 15mm.Brass (IS : 8931 marked) (S-2/2.12.1) |
| 95 | Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes Type B for sciland waste dischargesystem (IS:13592 : 1992 Marked) of approved quality /make (S-3/3.442) |
| 96 | 75 mm dia (S-3/3.44.1) |
| 97 | 110 mm dia (S-3/3.44.2) |
| 98 | P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. (S-3/3.5.1) |
| 99 | Supplying and fixing C.I. Cover with frame, C.I. gratings for chambers & man holes. (S-3/3.31) |
| 100 | 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 Exposedon wall) (S-2/2.37) |
| 101 | 50 mm nominal size (S-2/2.37.6) |
| 102 | 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) |
| 103 | 15 mm nominal size (S-2/2.38.1) |
| 104 | 20 mm nominal size (S-2/2.38.2) |
| 105 | 25 mm nominal size (S-2/2.38.3) |
| 106 | 32 mm nominal size (S-2/2.38.4) |
| 107 | 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) |
| 108 | 1000 ltr. Capacity (S-2/2.26.5) |
| 109 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make (S-2/2.15) |
| 110 | (-do-) 32mm nominal bore. (S-2/2.15.4) |
| 111 | (-do-) 50mm nominal bore (S-2/2.15.6) |
| 112 | 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. |
| 113 | 110 mm dia(S-3/3.16.3) |
| 114 | 160 mm dia(S-3/3.16.4) |
| 115 | Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc. |
| 116 | PVC pipe 110 mm dia(S-3/3.16.5.1) |
| 117 | PVC pipe 160 mm dia(S-3/3.16.5.2) |
| 118 | Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design Depth up to 1.5 M (S-3/3.20.1) |
| 119 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M- 15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thickplaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- (S-3/3.27) |
| 120 | Size 400 x140x150 cm.(for 50 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect.(S-3/3.27.3) |
| 121 | P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :1.0 mm thick stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling. |
| 122 | 37 x 18 x 7 17x15x7 (with drain board)(S-1/1.38.9.4) |
| 123 | P& F waste Pipe with all fitting P.V.C. with C.P. nut 40 mm dia (S-1/1.43) |
| 124 | Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge |
| 125 | Swan neck pillar cock 15 mm nominal size (S-2/2.33.2) |
| 126 | P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook ofapproved make and heavy as per direction of Enginner-in-Charge(S-1/1.65) |
