Haryana Urban Development Authority Tender
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Costs
EMD
₹ 2,000Document Cost
₹ 250Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_HBC_217304_1Bid Award Id
ViewTender No
HSVP/DIV-II/2022-23/9Tender 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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6.8
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size)
6.8.2 40mm thick
2
-
149
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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 :
7.22.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
7
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4342
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11.8
12 mm cement plaster of mix :
11.8.2 1 :6 (1 cement: 6 coarse sand)
31
-
74
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11.9
15 mm cement plaster on rough side of single or half brick wall of mix:
11.9.2 1 :6 (1 cement: 6 coarse sand)
31
-
92
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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.
9
-
291
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10.7
Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4
9
-
242
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10.14
Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping.
9
-
33
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9.35
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
2
-
396
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6.16
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size).
1
-
6845
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6.30
Centering and shuttering including strutting, propping etc. and removal of form for
6.30.3 - Suspended floors, roofs, landings, balconies
4
-
233
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6.33
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 below 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.
6.33.6 - Thermo-Mechanically Treated bars of grade Fe-500D kg or more.
100
-
68
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11.62
Colour washing such as green, blue or buff to give an even shade :
11.62.2 New work (two or more coats) with a base coat of whiting
50
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20
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11.77
Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc.
10
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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.
10
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35
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13.2
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
50
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84
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13.6
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel crimer.
13.6.2 Using flats 30x6mm for diagonal braces and central cross piece
4
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2909
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13.23
Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge.
13.23.2 Wire Mesh Windows shutter Section 40mm x 20mm with wire mesh 32 gauge fly mesh with 144 holes per square Inch
2.2
-
5127
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