Haryana Urban Development Authority Tender
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Costs
EMD
₹ 98,900Document Cost
₹ 2,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HBC_210428_1Bid Award Id
ViewTender No
Job No. 39Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
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6.29.3 Columns, piers, abutments, pillars, posts and struts
264
-
292
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6.30 Centering and shuttering including strutting, propping etc. and removal of form for
6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
116
-
332
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10.100.2 Cement Concrete 1:8:16 with stone aggregate 40mm size in foundation and plinth.
36
-
2086
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6.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level.
6.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III): 6 per cum graded stone aggregate 40 mm nominal size)
7
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3221
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6.1.2 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2
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3892
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6.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
21
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4451
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6.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing
6.2.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
49
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4459
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6.25 Providing and laying in position machine batched and machine mixed design mix M-25 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 (Note :- Cement content considered in this item is @ 330 per kg/per cum. Less cement used as per design mix is recoverable. However, no extra payment shall be made if excess cement is used as per design mix).
6.25.2 All works above plinth level upto floor IV level
69
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5041
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6.8 Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
6.8.2 40mm thick
34
-
149
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6.10 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7per kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
34
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101
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7.21 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
7.21.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
177
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3955
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7.22 Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in
7.22.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
81
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4436
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7.28 Half brick masonry with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level.
7.28.2 Cement mortar 1:4 (1 cement :4 coarse sand)
120
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546
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7.26 Brick work 7 cm thick with common burnt clay non-modular brick of class designation 7.5 in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure above plinth level and up to floor four level.
7
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424
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7.38 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level up to floor IV level with cement mortar 1:4 (1 cement :4 coarse sand).
14
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366
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9.12 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusa @ 35 per kg per per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat.
9.12.1 With machine moulded common burnt clay non-modular brick tiles of class designation 12.5, conforming to IS 2690
172
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550
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9.18 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
12
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165
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9.17 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
9.17.1 In 75x75mm deep chase
98
-
125
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10.1 Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling
198
-
291
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10.37 Providing and fixing of 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) :
10.37.1 25mm thick
206
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885
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10.43 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre
4
-
16
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10.42 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab
15.5
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89
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10.38 Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
25
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936
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10.58 Providing and fixing of 1st 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 @ 3.3per kg per per sqm including pointing in white cement mixed with pigment of matching shade complete.
106
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603
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11.5 12mm cement plaster of mix
11.5.3 1:4 (1 cement: 4 fine sand)
7
-
94
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11.5.4 1:6 (1 cement: 5 fine sand)
200
-
76
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11.6 15 mm cement plaster on the rough side of single or half brick wall of mix
11.6.1 1:4 cement fine sand
1026
-
114
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11.4 10mm thick cement plaster
11.4.2 1:3 (1 cement: 3 fine sand)
227
-
96
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11.25 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):
11.25.1 Flush / Ruled/ Struck or weathered pointing
750
-
50
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11.61 White washing with lime to give an even shade :
11.61.1 New work (three or more coats)
1032
-
15
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11.94 Finishing walls with textured exterior paint of required shade
11.94.1 New work (Two or more coats applied @ 3.28 litre/10 per sqm) over
331
-
152
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11.77 Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc.
292
-
21
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11.78 Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
292
-
35
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12.11 Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.
12.11.2 Fire retardant plywood conforming to IS: 5509
75
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1767
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12.19 Providing and fixing of wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :
12.19.2 30mm thick
12.19.2.2 With ISI marked stainless steel butt hinges of
12.19.2.2.2 Kiln seasoned and chemically treated Hollock wood
42.5
-
2002
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12.157 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket 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, panelling and dash fasteners to be paid for separately) :
12.157.2 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 EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
12.157.2.1 Anodized aluminum (anodized transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
30
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419
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30.66 Replacing and fixing bright finished brass helical door spring (superior quality).
8
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415
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12.65 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
12.65.1 300x16mm
48
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167
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30.73 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows
550
-
80
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13.37 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
13.37.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
6.5
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2232
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6.34 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note; Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
11120
-
68
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13.21 Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/per sqm & Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets & screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade, fixed in position including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge
13.21.1 Door Frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter
112
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1061
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13.21.2 Door Frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter
162
-
1389
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13.27 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
100
-
80
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23.23.4 Providing and fixing fan hook made from 8 mm dia MS rod 75 cm long of required shape and size
10
-
81
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21.84 Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design.
21.84.2 Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 per kg with C.C. topping)
6
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5573
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21.94 Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge
21.94.2 150mm i/d
100
-
210
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22.15 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
3
-
823
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22.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
22.10.1 Kitchen sink with drain board
22.10.1.1 510x1040 mm bowl depth 250 mm
2
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4165
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22.106 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
22.106.1 15mm nominal bore
6
-
512
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22.104 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
22.104.1 15mm nominal bore
3
-
387
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22.107 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
22.107.1 15mm nominal bore
15
-
569
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22.51 Providing and fixing soil, waste and vent pipes :
22.51.1 100mm dia
22.51.1.2 Centrifugally cast (spun) iron socket & spigot
(S&S) pipe as per IS: 3989
30
-
1008
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22.51.2 75mm dia
22.51.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989
60
-
918
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22.78 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :
22.78.1 100mm
20
-
272
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22.78.2 75mm
40
-
234
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22.20 Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete
22.20.2 With 75 mm internal diameter outlet
8
-
1310
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22.103 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
22.103.2 20mm nominal bore
3
-
329
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22.166 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 mm size (inside) the weight of cover to be not less than 4.50 per kg and frame to be not less than 2.70 per kg as per standard design:
22.166.1 100x100 mm size P type
22.166.1.2 With Sewer bricks conforming to IS : 4885
9
-
1640
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22.182 Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately
1500
-
8
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23.22.1 Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work.
23.22.1.1 Double pole MCCB 16 to 63 Amp, 25 Ka
3
-
1626
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23.22.1.3 TRIPLE POLE MCCB 16 to 100 Amp, 25 KA
3
-
5190
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23.22.5 Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-
23.22.5.1 6 amp. to 32 amp Single Pole
12
-
162
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24.1.1 Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required.
3
-
3047
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24.1.2 Extra for using salt and char coal/coke for pipe earth electrode as required
3
-
730
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24.1.3 Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required
3
-
3772
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23.1.1 Wiring for Light/Fan/call bell point in 1.5 per sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe.
23.1.1.2 Group B
75
-
769
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23.1.4 Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 per sqmm FRLS copper wire and 1 no 1.5 per sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required
23.1.4.2 Group B
23
-
1199
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23.1.5 Wiring in MS conduit system for 3-pin 15amp. Plug point by using 2 no 4 per sqmm FRLS copper wire and 1 no 4 per sqmm FRLS copper wire for earthling, including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required
23.1.5.2 Group B
14
-
1580
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10.51 Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc.
5
-
2838
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22.22 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:
22.22.1 White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
3
-
3911
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22.221 Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect
22.221.2 Size 550 mm x 400 mm x 815 mm
3
-
1874
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22.85 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge
22.85.1 15 mm nominal outer dia Pipes
120
-
147
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22.85.2 20 mm nominal outer dia Pipes
100
-
203
... More
30.81 Providing and fixing GI union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
30.81.1 15mm
6
-
299
... More
30.81.2 20mm
6
-
334
... More
22.103 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
22.103.1 15mm nominal bore
6
-
291
... More
22.103.2 20mm nominal bore
6
-
329
... More
10.104 Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete
231
-
288
... More
App item Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
99
-
153
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