Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand BRIDCUL Tender
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited - BRIDCUL Tender
Eprocure
Opening Date17 Oct 2020
Closing Date2 Nov 2020
Tender Amount₹ 5,68,82,000
Costs
EMD
₹ 11,38,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_BRID3_26903_1Bid Award Id
ViewTender No
1386/BRIDCUL/380(F)/20 DATED 15.10.2020Tender Authority
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://http://bridcul.com/
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Documents
BOQ Items
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
61.14
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Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
493.47
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Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.)
2263
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
158
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C O N C R E T E W O R K
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
113.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutterin - All work upto plinth level.
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1:5:10 (Cement : Lime Sand : Graded stone aggregate 40mm nominal size)
0.94
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REINFORCED CEMENT CONCRETE
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Centring and shuttering including strutting,propping etc.and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete.
50.64
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
505.33
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Suspended floors, roofs, landings, balconies and access platform.
3094.76
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Shelves (Cast in situ)
32.24
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Lintels, beams, plinth beams, girders, bressumers and cantilevers.
2859.97
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Columns, Pillars, Piers, Abutments, Posts and Struts.
1096.45
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Stair ( Excluding landings ) except spiral-stair case
45
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Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
45.18
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Edges of slabs and breaks in floors and walls.
-
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Under 20 cm wide
877
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Weather shade, Chajjas, corbels etc., including edges.
601
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Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured)
-
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Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).
3094.76
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
-
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Thermo-Mechanically Treated bars.
47983.58
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, 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. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete.
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All works upto plinth level
34.93
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All works above plinth level upto floor V leve
774.36
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B R I C K W O R K
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Brick work with F.P.S. bricks of class designation 75 in foundation and Plinth in
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Cement mortar 1:6 (1 cement : 6 coarse sand)
155.14
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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 :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
1325.58
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Half brick masonry with F.P.S. brick of class designation 75 in foundations and plinth in :
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cement mortar 1:4 (1 cement : 4 coarse sand)
1238.24
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Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
1238.24
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Tile brick masonry work 5 cm thick with tile bricks of class designation 100 in cement mortar 1:3 (1 cement : 3 coarse sand)
1306.26
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Stone Work
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Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.
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Granite stone of any colour and shade. ( Cladding )
95.01
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M A R B L E W O R K
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Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters,window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement,mixed with matching pigment,epoxy touch ups, including rubbing, curing mouldingand polishing to edge to give high gloss finish etc. complete at all levels.Granite of any colour and shade
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Area of slab over 0.50 sqm.
37.05
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Providing edge moulding to 18 mm thick marble stone counters, Vanities
etc., including machine polishing to edge to give high gloss finish etc.
complete as per design approved by Engineer-in-Charge.
-
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Granite work
60.26
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Extra for fixing marble /granite stone, over and above corresponding basic
item, in facia and drops of width upto 150 mm with epoxy resin based
adhesive, including cleaning etc. complete.
60.26
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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 and polishing of cut edges etc. complete.
36
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S T E E L W O R K
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Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side ofwaist slab with suitable arrangement as per approval of Engineer-in-charge,( for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.).
603.78
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F L O O R I N G
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Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately).
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Area of slab upto 0.50 sum
194.02
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Kota stone slab flooring 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) : 25 mm thick.
4883.25
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Providing and fixing Ist quality ceramic glazed wall tiles 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 skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
2623.23
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete.
566.27
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
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Size of Tile 600x600 mm
215.57
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Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), including grouting the joint with white cement& matching pigments etc. complete. Size of Tile 600x600 mm
15.24
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Roofing
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Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
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long G.I.wire at every junction in cluding fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partition with the help of rawl plugs at 450 mm centre to centre with 25 mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edge so the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting with: 12.5mm thick tapered edge gypsum board conforming to IS: 2095- Part I.
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12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I
745.49
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F I N I S H I N G
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12 mm cement plaster of mix :
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1:6 (1 cement : 6 fine sand)
2836.68
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15 mm cement plaster on the rough side of single or half brick wall of mix :
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1:6 (1 cement : 6 fine sand)
5023.71
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20 mm cement plaster of mix
-
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1:6 (1 cement: 6 coarse sand)
1657.24
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6 mm cement plaster of mix :
-
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1:3 (1 cement : 3 fine sand)
6045.44
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
-
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New work (two or more coats) over and including priming coat with cement primer.
6045.44
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Wal painting with plastic emulsion paint of approved brand and manufacture to give an even shade
-
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Two or more coats on new work
5027.63
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ALUMINUM WORK
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ 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 gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :
-
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For fixed portion.
-
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Powder coated aluminium (minimum thickness of powder coating 50 micron)
6161
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).
-
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Powder coated aluminium (minimum thickness of powder coating 50 micron)
2366.21
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Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
-
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Pre-laminated particle board with decorative lamination on both sides.
82.7
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) :
-
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With float glass panes of 4.0 mm thickness
484.49
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Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
-
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With stainless steel cover plate
8
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30 mm thick factory made Polyvinyl Chloride (PVC) door shuttermade of styles and rails of a uPVC hollow section of size60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuiltdecorative moulding edging on one side. The styles and railsmitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutterreinforced by inserting galvanised M.S. tube of size 25x20mm and 1 mm (± 0.1 mm) wall thickness. The lock rail madeup of 'H' section, a uPVC hollow section of size 100x30 mmand 2 mm (± 0.2 mm) wall thickness fixed to the shutter stylesby means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of sizenot less than 620 mm, having over all thickness of 20 mm and1 mm (± 0.1 mm) wall thickness . The panels filled verticallyand tie bar at two places by inserting horizontally 6 mmgalvanised M.S. rod and fastened with nuts and washers,complete as per manufacturer's specification and direction ofEngineer-in-charge.
86.2
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Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
85
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Structural Glazing
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Providing and supplying aluminium extruded tubular and otheraluminium sections as per the architectural drawings and approvedshop drawings , the aluminium quality as per grade 6063 T5 or T6 asper BS 1474,including super durable powder coating of 60-80 micronsconforming to AAMA 2604 of required colour and shade as approvedby the Engineer-in-Charge.( The item includes cost of material such as cleats, sleeves, screwsetc. necessary for fabrication of extruded aluminium frame work. Nothingextra shall be paid on this account).
1993.5
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Designing, fabricating, testing, protection, installing and fixing inposition semi (grid) unitized system of structural glazing (with openjoints) for linear as well as curvilinear portions of the building for allheights and all levels including:
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(a) Structural analysis, design and preparation of shop drawings fothe specified design loads conforming to IS 875 part III (the systemmust passed the proof test at 1.5 times design wind pressure withouany failure), including functional design of the aluminum sections fofixing glazing panels of various thicknesses, aluminium cleats, sleevesand splice plates etc. gaskets, screws, toggles, nuts, bolts, clampsetc., structural and weather silicone sealants, flashings, fire stop(barrier)-cum-smoke seals, microwave cured EPDM gaskets for watetightness, pressure equalisation & drainage and protection againsfire hazard including:
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(b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections andprofiles etc. to accommodate 3 Dimentional movement for achievingperfect verticality and proper fixing of structural glazing system withthe RCC/ masonry/structural steel framework of building structure,using stainless steel anchor fasteners/ bolts, nylon seperator toprevent bimetallic contacts with nuts and washers etc. of stainlesssteel grade 316, of the required capacity and in required numbers.
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(c) Providing and filling, two part pump filled, structural siliconesealant and one part weather silicone sealant compatible with thestructural silicone sealant of required bite size in a clean andcontrolled factory / work shop environment , including double sidedspacer tape, setting blocks and backer rod, all of approved grade,brand and manufacturer, as per the approved sealant design, withinand all around the perimeter for holding glass.
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(d) Providing and fixing in position flashings of solid aluminium sheet1 mm thick and of sizes, shapes and profiles, as required as per thesite conditions, to seal the gap between the building structure andall its interfaces with curtain glazing to make it watertight.spacer tape, setting blocks and backer rod, all of approved grade,brand and manufacturer, as per the approved sealant design, withinand all around the perimeter for holding glass.
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(e) Making provision for drainage of moisture/ water that enters thecurtain glazing system to make it watertight, by incorporatingprinciples of pressure equalization, providing suitable gutter profilesat bottom (if required), making necessary holes of required sizesand of required numbers etc. complete.
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This item includes cost of all inputs of designing, labour for fabricatingand installation of aluminium grid, installation of glazed units, T&P,scaffolding and other incidental charges including wastages etc.,enabling temporary structures and services, cranes or cradles etc. asdescribed above and as specified. The item includes the cost of gettingall the structural and functional design checked and all the shopdrawings vetted by the Principals of the structural glazing system.
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The item also includes the cost of all mock ups at site, cost of allsamples of the individual components for testing in an approvedlaboratory, field tests on the assembled working structural glazingas specified, cleaning and protection till the handing over of thebuilding for occupation. In the end, the Contractor shall provide awater tight structural glazing having all the performancecharacteristics etc. all complete as required, as per the Architecturaldrawings, as per item description, as specified, as per the approvedshop drawings and as directed by the Engineer-in-Charge.
432
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Note:- 1. The cost of providing extruded aluminium frames, shadow boxes,
extruded aluminium section capping for fixing in the grooves of the curtain
glazing and vermin proof stainless steel wire mesh shall be paid for
separately under relevant items under this subhead. However, for the purpose
of payment, only the actual area of structural glazing (including width of
grooves ) on the external face shall be measured in sqm. up to two decimal
places.
Note:-2. The following performance test are to be conducted on structural
glazing system if area of structural glazing exceeds 2500 Sqm from the
certified laboratories accreditated by NABL(National Accreditation Board
for Testing and Calibration Laboratories), Department of Science &
Technologies, India. Cost of testing is payable separately. The NIT approving
authority will decide the necessity of testing on the basis of cost of the
work, cost of the test and importance of the work. Performance Testing of
Structural glazing system Tests to be conducted in the NBL Certified
laboratories
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1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) &
(+50pa to +300pa) as per ASTM E-283-04 testing method for a range
of testing limit 1 to 200 mVhr” 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331- 09 testing method for a range up to 2000 ml.”
3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml” 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-
330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)
upto 2000ml”
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Providing, assembling and supplying vision glass panels (IGUs)comprising of hermetically-sealed 6-12-6 mm insulated glass (doubleglazed) vision panel units of size and shape as required and specified,comprising of an outer high performance heat strengthened floatglass 6mm thick, of approved colour and shade with reflective softcoating on surface # 2 of approved colour and shade, an inner Heatstrengthned clear float glass 6mm thick, spacer tube 12mm wide,dessicants, including primary seal and secondary seal (structuralsilicone sealant) etc. all complete for the required performances, asper the Architectural drawings, as per the approved shop drawings,as specified and as directed by the Engineer-in-Charge. The IGUsshall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included incost of item No.1) For payment, only the actual area of glass on face# 1 of the glass panels (excluding the areas of the grooves andweather silicone sealant) provided and fixed in position, shall bemeasured in sqm.
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(i) Coloured tinted float glass 6mm thick substrate with reflectivesoft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthenedclear Glass of approved make having properties as visible Lighttransmittance (VLT) of 25 to 35 %, Light reflection internal 10 to15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc.
432
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Extra for openable side / top hung vision glass panels (IGUs) includingproviding and supplying at site all accessories and hardwares for theopenable panels as specified and of the approved make such asheavy duty stainless steel friction hinges, min 4 -point cremonelocking sets with stainless steel plates, handles, buffers etc. includingnecessary stainless steel screws/ fasteners, nuts, bolts, washersetc. all complete as per the Architectural drawings, as per theapproved shop drawings, as specified and as directed by the Engineer-in-Charge
9
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WATER PROOFING
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Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sum mixed with water proofing cement compound @ 0.253 kg/sum. This layer will be allowed to air cure for 4 hours.
b) Second layer of slurry of cement @ 0.242 kg/sum mixed with water proofing cement compound @ 0.126 kg/sum. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
229.8
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sum. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
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With average thickness of 120mm and minimum thickness at khurra as 65 mm.
1714.78
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Water supply
-
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall
-
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15 mm dia nominal bore
214
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-
20 mm dia nominal bore
208
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25 mm dia nominal bore
174
-
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32 mm dia nominal bore
18
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40 mm dia nominal bore
145
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50 mm dia nominal bore
153
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) (50 mm dia nominal bore)
325
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Providing and fixing ball valve (brass) of approved quality complete (50 mm nominal bore )
2
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Providing and fixing ball valve (brass) of approved quality complete (40 mm nominal bore )
14
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
-
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15 mm nominal bore
50
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-
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
-
-
-
15 mm nominal bore
17
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
-
-
-
a) 15 mm nominal bore
196
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :
-
-
-
300mm long X 15 mm nominal bore
185
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
-
-
-
50 mm nominal bore horizontal
2
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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
26500
-
-
Sanitary works
-
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
-
-
-
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
16
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid
37
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe andC.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
2
-
-
Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
9
-
-
Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern
3
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
-
-
-
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
54
-
-
Providing and fixing soil , waste and vent pipes: S.C.I S&S pipe as per IS:1729
-
-
-
100 mm dia.
340
-
-
75 mm dia
479
-
-
150 mm dia
29.5
-
-
Providind and fixing M.S.holder bat clamps of approved design to sand cast iron/cast iron (squn) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1cement :2coarse sand :4graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc:
-
-
-
100 mm dia.
220
-
-
75 mm
80
-
-
150 mm dia
9
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
-
-
-
100 mm dia.
10
-
-
75 mm dia
18
-
-
Providing and fixing 100 mm sand cast iron S&S plain bend of required degree.
-
-
-
100 mm dia.
10
-
-
75 mm dia
18
-
-
Providing and fixing 100 mm sand cast iron S&S heel rest sanitry bend of required degree.
-
-
-
100 mm SCI S&S heel rest sanitary bend
10
-
-
75 mm dia
18
-
-
Providing and fixing single equal plain junction of required degree with access door insertion rubber washer 3 mm thick bolts and nuts complete.
-
-
-
100x100x100 mm
18
-
-
75x75x75mm
10
-
-
Providing and fixing 100 mm sand cast iron s&s terminal guard
-
-
-
100mm Sand cast iron S&S as per IS - 1729
10
-
-
Providing and fixing 100 mm sand cast iron S&S collar S.C.I S&S pipe as per IS:1729
-
-
-
100mm
20
-
-
75mm
12
-
-
Providing and fixing 100 mm M.S stays and clamps for sand cast iron /centrifugally cast (squn) iron pipes of diameter:
-
-
-
100 mm dia.
15
-
-
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 inlet and 75 mm outlet SCI tarp
54
-
-
100 mm inlet and 100 mm outlet SCI tarp
94
-
-
Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture
-
-
-
100 mm diameter
100
-
-
150 mm diameter
230
-
-
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded)100 mm diameter S.W. pipe
230
-
-
Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.
-
-
-
With F.P.S Brick class designation 75
13
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse
-
-
-
Inside size 90x80 cm and .45 cm deep including C.I. cover with frame (light duty 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):
-
-
-
With F.P.S. bricks with class designation 75
10
-
-
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg):
-
-
-
With F.P.S. bricks with class designation 75
10
-
-
Septic tank
-
-
-
Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
16.09
-
-
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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
44.84
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)
108
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5
-
-
-
Circular shape 450 mm internal diamete
2
-
-
Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).
20.75
-
-
Borewell
-
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer -in-charge, upto 90 metre depth below ground level.Rocky strata including Boulders
-
-
-
300 mm dia Up to 90 mt
160
-
-
Supplying, assembling, lowering and fixing in vertical position inbore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including paintedwith outside surface with two coats of anticorrosive paint of approvedbrand and manufacture, including required hire & labour charges,fittings & accessories, all complete, for all depths, as per directionof Engineer-in-charge.
-
-
-
200 mm nominal size dia
160
-
-
Supplying, assembling, lowering and fixing in vertical position inbore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including paintedwith outside surface with two coats of anticorrosive paint of approvedbrand and manufacture, including required hire & labour charges,fittings & accessories, all complete, for all depths, as per directionof Engineer-in-charge.
-
-
-
100 mm nominal size dia having minimum wall thickness 5.00 mm
160
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/ 3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer –in-charge.
-
-
-
100 mm nominal size dia
15
-
-
Providing and fixing suitable size threaded mild steel cap or spotwelded plate to the top of bore well housing/ casing pipe, removableas per requirement, all complete for borewell of:
1
-
-
100 mm dia
-
-
-
Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessarybolts & nuts of required size complete.
1
-
-
Providing and fixing Bail plug/ Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I).
2
-
-
Supply testing and lowering of suitable size submersible pumping plant of KSB or equivalent make 20 hp 3 phase submersible pump ( Variable discharge according to the lead 180 to 210 lpm at 120 m head ) i/c 4Sqm x 4 core copper cable weather proof cable and automatic control electrical panel and starter L&T make with necessary fitting and Gate / sluice valve. complete in all respect
1
-
-
Gas piping
-
-
-
Providing and fixing of Mild steel pipe 15 mm "c" class including all accessories Iike tee, socket, elbow union, pipe clamp and brass brazing) velve, regulators etc completejob in all respacts . including painting clamping & testing of all instalation
830
-
-
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