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| 1 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanicalmeans (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, includinggettingout the excavatedmaterials,returning thesoilasrequiredinlayersnot exceeding 20cmin depth,including consolidating each depositedlayers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m |
| 6 | Ordinary cock:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia , |
| 7 | Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 9 | felting trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing theroots and stacking of serviceablematerial and disposalof unserviceable material. |
| 10 | Beyond 60 cm girth upto and including 120 cm girth |
| 11 | Beyond 120 cm girth upto and including 240 cm girth |
| 12 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 13 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 15 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 17 | Reinforcedcement concreteworkinwalls(any thickness), includingattachedpilasters,buttresses,plinthandstring courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 18 | 1:1.5:3 (1cement :1.5 coarsesand(zone-III)derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Reinforced cement concrete work in beams, suspended foors, roofshavingslopeupto 15*landings,balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 22 | Walls any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 23 | Suspended floors, roofs, landings, balconies and access platform |
| 24 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Providing and fixing factory made uPVC glazed/ wire mesh windows/doorscomprisingofleadfreeuPVCmulti- chamberedframe,sashandmullion/coupler(wherever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia. with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steelscrewsetc.Profileofframe,sash&mullion(if required) shall be mitred cut and fusion welded/ mechanicallyjointeddulysealedat allcorners, including drilling of holes for fixing hardware 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 approved size and quality, all complete as per approved drawing conforming to CPWD specification &direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per designrequirementsandconformingtoIS: 3548&IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : (iii)Siteswith basic wind speed > 45 m/sec as per IS 875 - Part 3 (iv) Sites with structure height more than 20m for all wind speeds. |
| 29 | TwotracktwopanelsslidingwindowwithAluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). |
| 30 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 31 | Supplying and fixing rolling shutters of approved make, made of required size 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, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 32 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 33 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.)trussesetc.,includingcutting,hoisting,fixingin position and applying a priming coat of approved steel primer, including welding andbolted withspecial shaped washers etc. complete. |
| 34 | Electric resistance or induction butt welded tubes |
| 35 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 36 | 40 mm thick with 20 mm nominal size stone aggregate |
| 37 | 12 mm cement plaster of mix : |
| 38 | 1:4 (1 cement: 4 fine sand) |
| 39 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 40 | 1:4 (1 cement: 4 fine sand) |
| 41 | Distemperingwith 1stqualityacrylicdistemper (ready mixed)havingVOCcontentlessthan50gram/litre,of approved manufacturer, of required shade and colour all complete: |
| 42 | New work (two or more coats) over and including water thinnableprimingcoat withcement primerhavingVOC content less than50 pram/litre |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade . |
| 44 | New work (Two or more coat applied @ 1.67 ILO 0 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sarM |
| 45 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 46 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 47 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : |
| 48 | Two or more coats on new work |
| 49 | Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. |
| 50 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. |
| 51 | bituminous portion |
| 52 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 53 | 40 mm dia nominal bore |
| 54 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 55 | 80 mm dia nominal bore |
| 56 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 57 | 65 mm nominal bore |
| 58 | 80 mm nominal bore |
| 59 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : |
| 60 | Up to 300 mm dia |
| 61 | Supplying pig lead at site of work. |
| 62 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 63 | 100 mm diameterClass I |
| 64 | 150 mm diameterClass I |
| 65 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 66 | 80 mm diameter pipe |
| 67 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
| 68 | 65 mm nominal bore |
| 69 | 80 mm nominal bore |
| 70 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 71 | 80 mm dia |
| 72 | 100 mm dia |
| 73 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket , |
| 74 | 150 mm dia pipes |
| 75 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 76 | 150 mm dia Ductile Iron Class K-9 pipes |
| 77 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 78 | Providing and fixing in position aluminium sheet (10x2mm) as per design for expansion joints. |
| 79 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 80 | 100 mm dia nominal bore |
| 81 | Constructing masonry Chamber with C.C 1:3:6 (1 cement : 3 corse sand : 6 graded stone aggregate 20mm nominal size) 100mm thick wall for gate valve/stop cock, with top cover 4mm thick M.S sheet with required hinges fixing etc, including necessary excavation, centering & shuttering, foundation concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and 12mm thick plastering inside & outside with cement mortar 1:4 (1 cement :4 coarse sand), all complete as per standard design. |
| 82 | 40x40x40cm inner size. |
| 83 | Providing and fixing pre-painted galvalume (PPGL) steelprofile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 84 | Making connection of PPR distribution branch with PPR main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: |
| 85 | 110x110x110 mm nominal bore |
| 86 | Supplying, errection and Fabrication of galvanised press steel water tank of size 8.75 x5.00 x2.5 mm having 109200 ltrs in capacity with decking and with all accessoies such as P.S plate, Corner angle, joint angle, cover box, joint box cleat internal angle, truss angle, roof cover with manhole cover, rafter post, internal ladder, water level indicator, nuts/bolts and washer, S.T.P black putty, lead materials inlet, outlet & overflow pipes connection etc. |
| 87 | Supplying, errection and Fabrication of galvanised press steel staging of 9 mtrs height staging for above tank inside all around platfom with all accessories like primary beam, central column, side column, graftings bracing, platform, chequred plate ladder, angle, plae cleats and nuts, bolts washers etc. |
| 88 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
| 89 | 100 mm nominal bore |
| 90 | Making connection of PPR distribution branch with PPR main of following sizes by providing and fixing FTC & MTC, including cutting and threading the pipe etc. complete: |
| 91 | PPR FTC 90mm dia |
| 92 | Providing and fixing pre-painted galvalume (PPGL) steelprofile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling /self tapping aluminium screws complete |
| 93 | Pre-painted galvalume (PPGL) Steel Ridges plain (500 - 600mm) |
| 94 | Making connection of G.I. distribution branch with Cl. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: |
| 95 | 25mm to 100mm nominal bore |
| 96 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 97 | 1:1.5:3 (1 cement : 1.5 mainland river sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 98 | Reinforcedcement concreteworkinwalls(any thickness), includingattachedpilasters,buttresses,plinthandstring courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 99 | 1:1.5:3 (1cement :1.5 mainland river sandderivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 100 | Reinforced cement concrete work in beams, suspended foors, roofshavingslopeupto 15*landings,balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 mainland river sand derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 1 |
| 101 | Providing cement concrete surface drain including earthwork excavation 10 cm thick base concrete and 15 cm thick side wall with 1:3:6 (1 cement: 3 Coarse sand: 6 graded stone aggregate of 40 mm nominal size) cement concrete finished with 1:4 (1 cement: 4 sand) a floating coat of neat cement inside the drain and its top and exposed surface including earthwork in excavation and disposed of surplus earth etc. |
| 102 | 15 x 15 cm surface drain |
| 103 | Providing and laying hollow cement concrete block walling 150 mm thick consisting hollow block of size 400 x 150x 200mm of mix 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 10mm nominal size) having a crushing strength of 3.5N/mm2 at 28 days as per IS:2185(Part-I) 1979 laid in cement mortar 1:6 (1 cement : 6 coarse sand). |
| 104 | Upto floor five level |
| 105 | SITC of pump set with water cooled diesel engine equivalent to Kirloskar make 4R1040, 52 HP, with suitable RPMcoupled with water pump equivalent to Kirloskar make, model RKB 65/19, suitable stagewith std C.I impeller having suction and delivery of 80mm x 65 mm with a minimum discharge of 61.2 cum/hr at a head of 130 mtrs including base frame with foundation bolts and nuts, coupling assembly , C.I foot valve 80 mm etc, fuel tank assembly with bracket of minimum 150 litres capacity, 1X12 Volts 180 AH battery with ( Exide/ SF) cables and stand, silencer pipe, part catalogue, SFC & environment friendly certificate, standard tools etc as required. |
