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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to any lead including getting out the excavated soil and disposal of surplus excavated soil as directed, all kind of soilincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge. |
| 2 | Excavation in soil in Hilly area by mechanical means in all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiselling / wedging out rock(where blasting is prohibited) and other intermediate classification of soil including cutting and trimming of site slopes and disposal unserviceable material by mechanical transport and stacking the serviceable/ useful material on the road berms as per technical specification or muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and aboid any damaged to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery for useful stone 19.328 cum @ 300 per cum to Rs. 5798/- shall be done on prorata basis for the quantity of cutting in earth work effected including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 3 | Earth work in excavation by mechanical means (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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 4 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus :Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge.1. Suspended floors, roofs, landings, balconies and access platform |
| 6 | 2. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 7 | 3.Stairs, (excluding landings) except spiral stair cases |
| 8 | 4. Walls any thickness . |
| 9 | 5. Edges of slabs and breaks in floors and walls under 20cm (twenty centimetre) wide . |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (one cement :five coarse sand: ten graded stone aggregate) 40 mm (fourty millimetre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (one cement : four coarse sand: eight graded stone aggregate) 40 mm (fourty millimetre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (one Cement : three coarse sand : six graded stone aggregate)20 mm (twenty millimetre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 13 | Providing and laying in position machine batched and machine mixed design mix M-25 ( M-Twenty five) grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and 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. All works upto plinth level including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-25 ( M-Twenty five) grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and 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.All works above plinth level All level including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° (fifteen degrees) landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm (tewnty millimetre) nominal size). including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 16 | 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, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm (tewnty millimetre) nominal size) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 19 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 20 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar1:6 (one cement :six coarse sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 21 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm (five centimetre to twenty centimetre), in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 22 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 1st class deodar wood including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 23 | Providing and fixing Providing and fixing glazed shutters for doors, windows and clerestory windows using glass unit 5 mm(five millimetre) thick clear glass including, beading, sash bars, muntins etc. complete. ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 40mm thick. In first class deodar wood. 40mm (forty millimetre) thick including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 24 | Providing and fixing Providing and fixing glazed shutters for doors, windows and clerestory windows using glass unit 5 mm(five millimetre) thick frosted glass including, beading, sash bars, muntins etc. complete. ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 40mm thick. In first class deodar wood. 40mm (forty millimetre) thick including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 25 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of first class deodar wood and well matched teak 3 (three) ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm (thirty five millimetre) thick including ISI marked Stainless Steel butt hinges with necessary screws including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 26 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm (one point four millimetre) in both directions with wire of dia 0.63 mm(zero point six three millimetre) for doors, windows and clerestory windows with hinges and necessary screws : 35 mm (thirty five millimetre) thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size First class deodar wood. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 27 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. 1. Fixed to openings /wooden frames with rawl plugs screws etc. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge |
| 28 | Providing 40x5 mm (fourty into five millimetre) flat iron hold fast 40 cm (fourty centimetre) long including fixing to frame with 10 mm (ten millimetre) diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm (thirty into ten into fifteen centimetre) 1:3:6 mix (one cement : three coarse sand : six graded stone aggregate 20mm (twenty millimetre) nominal size). including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 29 | Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm (two millimetre) thick of approved brand (fittings to be paid separately). Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 18 mm (eighteen millimetre) thick confirming to IS:14587. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 30 | Providing and fixing fixing 25mm(twenty five millimetre) thick pre-laminated medium density fibre board exterior grade ( Grade-I) IS:14587:1998 marked with one side decorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm (two millimetre) thick of approved brand including ISI marked nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary screw etc all complete. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 31 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Triple strip vertical type including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 32 | Providing and fixing bright /matt finished Stainless Steel handles 125 mm (One hundred twenty five millimetre) of approved quality & make with necessary screws etc all complete. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 33 | Providing and fixing ISI marked C.P. soft closing hinges with nuts and screws etc. complete : 150 mm (One hundred fifty five millimetre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 34 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 50 mm (fifty five millimetre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 35 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg(thirty six kilogram to eighty kilogram) and door width from 701 mm to 1000 mm) (seven hundred one millimetre to one thousand millimetre), with double speed adjustment with necessary accessories and screws etc. complete. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 36 | Providing and fixing aluminium sliding door 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 nuts and screws etc. complete : including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. 1.300 x 16 mm (three hundred into sixteen millimetre). |
| 37 | 2. 250 x 16 mm (two hundred fifty into sixteen millimetre). |
| 38 | 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 : including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. 1. 200 x 10 mm (two hundred into ten millimetre). |
| 39 | 2.100 x 10 mm (one hundred into ten millimetre). |
| 40 | 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 : including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. 1. 125mm (one hundred twenty five millimetre). |
| 41 | 2. 100mm (one hundred millimetre). |
| 42 | Providing and fixing bright finished aluminium hard drawn hooks and eyes : 150 mm (one hundred fifty millimetre) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 43 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% (zero point eight percent) and conforming to IS: 15622, of approved make, in all colours and shades, laidon 20mm (twenty millimetre) thick cement mortar 1:4 (1(one) cement : 4(four)coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm (three point three kilogram per square metre) including grouting the joints with white cement and matching pigments etc., complete size of tile 600x 600 mm (six hundred into six hundred) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 44 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % (zero point eight percent) and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1(one) cement: 3(three) coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm (three point three kilogram per square metre) including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm (six hundred into six hundred) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 45 | Providing and fixing anti-skid 1st quality ceramic glazed floor tiles with antiskid pattern conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in flooring over 10 mm (ten millimetre) thick bed of cement Mortar 1:4 (one cement: four coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm (three point three kilogram per square metre) including pointing in white cement mixed with pigment of matching shade complete including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 46 | Marble stone flooring with 18 mm (eighteen millimetre) thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (twenty millimetre) (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing completewith : Baroda green marble including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 47 | Marble stone flooring with 18 mm (eighteen millimetre) thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (twenty millimetre) (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing completewith : Baroda green marble including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 48 | Extra for pre finished nosing to treads of steps of marble stone. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 49 | Providing and fixing pre paintedtroughed profile colour coated 0.60 mm (zero point sixty millimetre) thick high tensile steel ZINSALUME ( Zinc-Aluminium alloy coating sheet) roofing with trapezodal corrugation of maximuim pitch 190 c/c and minimum depth of 30mm (thirty millimetre) with return leg & sealent grove for proper side overlap single sheet to be provided upto 10 m (ten metre) dromridge to eaves for providing overlap with fixing of sheets with self drilling and self tapping galvanized or zinc alloycoated fasteners of size 5.5mm (five point five) (dia.) abd 55mm (fifty five millimetre) (length) with EPDm seal test certifiacte and over 40 year warranty against colour fading with other necessary fitting of steel sheet roof.including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 50 | Providing ridges or hips of width 60 cm (sixty centimetre) overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 1.60 mm (one point sixty millimetre) thick with zinc coating not less than 350 gm/m² including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 51 | Providing and fixing 15 cm (fifteen centimetre) wide, 45 cm (fourty five centimetre) overall semi- circular plain G.S. sheet gutter with iron brackets 40x3mm (fourty into three millimetre) size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm (zero point eighty millimetre) thick with zinc coating not less than 275 gm/m2 (two hundred seventy five gram per sqaure metre) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 52 | 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. 110 mm diameter including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 53 | Providing and fixing on wall faces PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. 1. 110 mm bend (one hundred ten millimetre) |
| 54 | 2. 110 mm Shoe (one hundred ten millimetre) |
| 55 | Providing ngand fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm (five hundred ninty five into five hundred ninty five millimetre) of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (zero point five zero) (minimum) as per IS 8225:1987, Light reflectance of 85% (eighty five percent) (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100% (hundred percent), thermal conductivity < 0.043 W/m K (less than zero point zero four three watts per meter - kelvin) as per ASTM 518:1991,in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm (zero point three three millimetre) thick (galvanized @ 120 grams per sqm (at the rate one hundred twenty grams per sqaure meter) including both sides) comprising of main-T runners of size 24x38 mm (twenty four into thirty eight millimetre)of length 3000 mm (three thousand millimetre), cross - T of size 24x32 mm (twenty four into thirty two millimetre)of length 1200 mm (twelve hundred millimetre)and secondary intermediate cross-T of size 24x32 mm (twenty four into thirty two millimetre) of length 600mm (six hundred millimetre) to form grid module of size 600 x 600 mm (six hundred into six hundred millimetre), suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm(at the rate eighty grams per sqaure meter)) i.e. 50 mm (fifty millimetre) long, 8 mm (eight millimetre) outer diameter M-6 dash fasteners, 6 mm (six millimetre) dia fully threaded hanger rod upto 1000 mm (one thousand millimetre) length and L-shape level adjuster of size 85x25x25x2 mm(eighty five into twenty five into twenty five into two millimetre). Galvanised iron perimeter wall angle of size 24x24x0.40 mm (twenty four into twenty four into zero point four zero millimetre) of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm (four hundred millimetre) center to center and 40 mm (forty millimetre) long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With 15 mm (fifteen millimetre) thick tegular edged light weight calcium silicate false ceiling tiles including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 56 | Providing and fixing M.S. BP Sheet 1.66mm to 2mm (one point six six millimetre) thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 57 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm (five hundred ninty five into five hundred ninty five millimetre) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm (twenty four into thirty eight millimetre) made from 0.30 mm (zero point three millimetre) thick (minimum) sheet, spaced at 1200 mm (twelve hundred millimetre) center to center and cross \"T\" of size 24x25 mm (twenty four intotwenty five millimetre) made of 0.30 mm (zero point three millimetre) thick (minimum) sheet, 1200 mm (twelve hundred millimetre) long spaced between main \"T\" at 600 mm (six hundred millimetre) center to center to form a grid of 1200x600 mm (twelve hundred into six hundred millimetre) and secondary cross \"T\" of length 600 mm (six hundred millimetre) and size 24x25 mm (twenty four intotwenty five millimetre) made of 0.30 mm (zero point three millimetre) thick (minimum) sheet to be interlocked at middle of the 1200x600 mm (twelve hundred into six hundred millimetre) panel to form grids of 600x600 mm (six hundred into six hundred millimetre) and wall angle of size 24x24x0.3 mm (twenty four into twenty four into zero point three millimetre) and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm (twenty seven into thirty seven into twenty five into one point six millimetre) fixed to ceiling with 12.5 mm (twelve point five millimetre) dia and 50 mm (fifty millimetre) long dash fasteners, 4 mm (four millimetre) GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm (eighty five intothirty into zero point eight millimetre) spaced at 1200 mm (twelve hundred millimetre) center to center along main T, bottom exposed width of 24 mm (twenty four millimetre) of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 58 | 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. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 59 | 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 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 60 | 20 mm (twenty millimetre) cement plaster of mix : 1:6 (onecement: six fine sand) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 61 | 6 mm (six millimetre) cement plaster 1:3 (one cement : three fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 62 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm (zero point ninety litre per ten square metre) over an under coat of primer applied @0.75 ltr/10 sqm (zero point seventy five litre per ten square metre)of approved brand and manufacture including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 63 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm(zero point ninety litre per ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 sqm (zero point eighty litre per ten square metre) of approved brand and manufacture including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 64 | Providing and applying white cement based putty of average thickness 1 mm (one millimetre) of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 65 | 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 carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 66 | Finishing walls with textured exterior paint of required shade: New work Two or more coat [email protected] ltr/10 sqm (three point twenty eight litre per ten square metre) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm (two point twenty kilogram per ten square metre including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 67 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coat including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 68 | Making plinth protection 50mm (fifty millimetre) thick of cement concreten1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm (twenty millimetre)nominal size) over 75mm (seventy five millimetre) thick bed of dry brick ballast 40 mm (fourty millimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 69 | Constructing Course rubble hammer dressed \"U\" shape open surface drain with side wall. 15x22 cm (fifteen into twenty two) in cement mortar 1:6 (one Cement : two Sand) and inside plastring with cement plaster 1:3 (one cement : three sand) including earth work and laying 10 cm cement concrete in 1:5:10 (One Cement : Five Sand :Ten graded stone aggregate) of 40 mm (fourty millimetre) nominal size and 7.5 cm (seven point five ) cement concrete 1:2:4 (one cement : two Sand : four Graded stone aggregate of 20 mm (twenty centimetre) nominal size) and finished with a floating coat of neat cement complete as per standard design. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 70 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i ) 1st course of applying cement slurry 4.4 kg/sqm (four point four killogram per square metre )mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm (twenty millimetre) cement plaster 1:3 (one cement : three coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. (one point seven killogram) per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Over laps at joints of PVC sheet should be 100 mm (one hundred millimetre) wide and pasted to each other with bitumen @ 1.7 kg/sqm) (one point seven killogram per square metre ) . including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge. |
| 71 | W.S & S.I Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm (hundred milimetre)sand cast Iron P or S trap, 10 (ten) 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 (five hundred eighty into four hundred fourty millimetre)with integral type foot rests including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 72 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 73 | Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315mm (six hundred into three hundred thirty into three hundred fifteen millimetre) having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 74 | Providing and fixing wash basin with C.I. brackets, 15 mm (fifteen millimetre) C.P. brass pillar taps, 32 mm (thirty two millimetre) C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm (six hundred thirty into four hundred fifty millimetre) with a pair of 15 mm (fifteen millimetre) C.P. brass pillar taps including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 75 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 76 | Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin: 32mm (thirty two millimetre) diaincluding carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 77 | Providing and fixing 600x450 mm (six hundred fifty into four hundred fifty millimetre) beveled edge mirror of superior glass (of approved quality) complete with 6 mm (six millimetre) thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 78 | Providing and fixing PTMT liquid soap container 109 mm (one hundred nine millimetre) wide, 125 mm (one hundred twenty five millimetre) high and 112 mm (one hundred twelve five millimetre) distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms (one hundred five grams) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 79 | Providing and fixing C.P. towel ring trapezoidal shape 215 mm (two hundred fifteen millimetre) long, 200 mm (two hundred millimetre) wide with minimum distances of 37 mm (thirty seven millimetre) from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms (eighty eight grams). including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 80 | Providing and fixing C.P. towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm (six hundred millimetre) long towel rail with total length of 645 mm (six hundred forty five millimetre), width 78 mm (seventy eight millimetre) and effective height of 88 mm (eighty eight millimetre), weighing not less than 190 gms (one hundred ninty grams). including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 81 | Providing and fixing 600x120x5 mm (six hundred into one hundred twenty into three five millimetre) glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm (forty millimetre) long screws, rawl plugs etc., complete. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 82 | Providing and fixing C.P. soap Dish Holder having length of 138mm (one hundred thirty eight millimetre), breadth 102mm (one hundred two millimetre), height of 75mm (seventy five millimetre)with concealed fitting arrangements, weighing not less than 106 gms (one hundred six grams) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 83 | Providing and fixing toilet paper holder ofC.P. brass including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 84 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 85 | Providing and fixing C.P. brass stop cockconcealed) of standard design and of approved make conforming to IS:8931.15 mm dia (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 86 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge |
| 87 | Providing and fixing uplasticised PVC connection pipe with brass unions :-45 cm (forty five centimetre) length :- 15 mm (fifteen millimetre) nominal bore including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 88 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 89 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 (one) metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge Concealed work, including cutting chases and making good the wall etc. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 90 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 91 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm (one hundred millimetre) inlet and 100 mm (one hundred millimetre) outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 92 | Providing and fixing high pressure UPVCspigot and socket, waste and ventilating pipes ISI marked including fixing withapproved adhesive etc. complete. including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. single equal branch,oval access door,collars, \"P\" or \"S\" trapetc., with clamps at 1.20 (one point two) metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge Concealed work, including cutting chases and making good the wall etc. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. 1. 110mm (one hundred ten millimetre) dia |
| 93 | 2. 75 mm (seventy five millimetre) dia |
| 94 | Providing and fixingPVCclamps ISI marked of approved design with steel screws and rawal plugsetc. complete including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. 1. 110mm (one hundred ten millimetre) dia |
| 95 | 2. 75 mm (seventy five millimetre) dia |
| 96 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm (thirty one millimetre) dia of 79 mm (seventy nine millimetre) length and 62mm (sixty two millimetre) breadth weighing not less than 45 gms (forty five grams) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 97 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm (forty millimetre) C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250 mm (six hundred into four hundred fifty into two hundred fifty millimetre) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge |
| 98 | Providing and fixingPTMTjet sprayof approved qualityand colour with one metre tube pipe with necessary fitting etc. complete including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 99 | Providing and fixingCP rainhead shower with necessary fitting etc. complete including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 100 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square(Slit) 150 mm (one hundred fifty millimetre) square with a height of 8 mm (eight millimetre) andweighing not less than 100 gms (one hundred grams) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 101 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 (three hundred into three hundred millimetre) mm size (inside) the weight of cover to be not less than 4.50 kg (four point five kilogram) and frame to be not less than 2.70 kg (two point seven kilogram) as per standard design: 150 x 100 mm (one hundred fifty into one hundred millimetre) size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Round Mouth Traps: 100mmx100mm (one hundred millimetre into one hundred millimetre) size P or S type including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. 1. Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm (forty millimetre) nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm (twenty millimetre) nominal size) finished with a floating coat of neat cement complete as per standard designincluding carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 102 | 2. Inside size 800mm x 800mm (eight hundred millimetre into eight hundred millimetre) and 500mm (five hundred millimetre) deep including C.I cover with frame. (Light duty single seal pattern - 1) 455 mmx610mm (four hundred fifty five millimetre into six hundred ten millimetre) internal dimensions total weight of cover and frame to be not less than 38kg (thirty eight kilogram). (weight of cover 23 kg (twenty three kilogram) and weight of frane 15 kg (fifteen kilogram).) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 103 | 3. Inside size 800 mm x 800 mm (eight hundred millimetre into eight hundred millimetre) and 1000 mm (one thousand millimetre) deep including C.I cover with frame. (Light duty single seal pattern - 1) 455mmx610mm (four hundred fifty five millimetre into six hundred ten millimetre) internal dimensions total weight of cover and frame to be not less than 38kg (thirty eight kilogram). (weight of cover 23 kg (twenty three kilogram) and weight of frane 15 kg. (fifteen kilogram)) (a) With 300mm (three hundred millimetre) thick walls of squarred rubble masonry coursed with hard stones of approved quality in cement mortar 1:3 (1 cement : 3 sand). |
| 104 | 4. Providing and fixing electrical Gyser I.S.I. marked having 25 ltrs (twenty five liters). Net water capacity with necessary accessories etc. complete including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 105 | 5. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 106 | Supplying and fixing C.I. cover without frame for manholes : 500 mm (five hundred millimetre) diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg (fifty eight kilogram) including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 107 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4(one cement : two coarse sand : four graded stone aggregate) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 108 | Providing and fixing high pressure PVCspigot and socket, waste and ventilating pipes ISI marked including fixing withapproved adhesive etc. complete. 110 mm (one hundred ten millimetre) dia. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 109 | Providing and fixing PVC cowl IS marked including fixing with approved adhesive etc. complete including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 110 | Providing and fixingPVCplain bend ISI marked including fixing withapproved adhesive etc. complete 110 mm (one hundred ten millimetre) dia. including carriage of materials with in all leads, lifts and other incidentals as perthe directions of Engineer-in-Charge. |
| 111 | Construction of Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
| 112 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred millimetre)dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in-Charge. |
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