Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 28,000Document Cost
₹ 1,000Tender 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
2021_HRY_169473_1Bid Award Id
ViewTender No
Work 19/5Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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10.114.- Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded.
11.21
-
192.77
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11.3- First class brick work laid in cement sand mortar1:5 in foundation and plinth.
22.08
-
3057
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16.24-Preparation of plastered or concrete surfaces for painting, including sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete.2nd quality paint
354.14
-
36.79
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6.7-Earth work in excavation in foundations, trenches Of under ground structures sullage drains, etc., and Other similar works in ordinary soild including Dressing of bottom and sides, to correct levels and templates, cutting Of trees and bushes, dewatering of rain water, diversion of traffic, fixing And maintenance of caution boards, and night singnals, crossing over Trenches for access to houses, watching stacking of excavated soil, clear From the edge of excavation, and subsequent filling, where required around Masonry, in 15 cm layers, with compaction and disposal of surplus Soil as directed within a lead of 30 metres for depth upto 2 METRES BELOW NATURAL GROUND LEVEL (For Public Health works only)
72.59
-
43.8
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10.32.-Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth.
13.68
-
1915.37
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10.95. (a)-extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4
29.05
-
477.95
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13.13-Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm, laid over 87.50 mm mud filling, on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer of of fine sand, above and below the polythene film, laid on top of R.C.C., slab, including grouting with cement sand mortar 1:3 and top surface to be left clean.
139.44
-
370.65
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13.89(a)-Providing & fixing PVC Rain water pipe 6kg. Pressure of ISI mark in cement mortar during masonry work:-100mm dia PVC pipe 6Kg. Pressure
20
-
182
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18.12-Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position.
35
-
6242.1
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-EARTHWORK IN FILLING HSR 4.1 (a) +5.2(b)+6.3(1)
90.73
-
240
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10.28.-Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth.
14.87
-
1752.57
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10.90-Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but
6.74
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3779.05
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10.82-stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering , laid in position, complete in all respects.
22.31
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5488.45
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11.8.-First class brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
42.73
-
3214.5
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15.10-15 mm thick cement plaster 1:4 on the rough side of single or half brick wall
132.84
-
109.55
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15.6.-12 mm thick cement plaster 1:5
177.06
-
81.2
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16.79 (a)-Providing two coats of exterior acrylic emulsion paint :- 2nd quality
354.14
-
26.85
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