Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 18,800Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2021_HRY_175252_1Bid Award Id
ViewTender No
012/MCI/2021Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
10.87-Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects.
28.66
-
7700
18.22.-Cold twisted deformed (:ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete.
58.45
-
5562.3
8.6 (d)-cement concrete plain 1:2:4 mi
5.04
-
467.02
8.28-Dismantling brick or flagged stone slab flooring without Concrete base
169.04
-
11.05
10.28.-Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth.
32.7
-
1752.57
10.159-Providing & laying 80 mm thick ISI marked interlocking paver Blocks (conforming to IS 1568 2006) IRC SP 63-2004 of all shapes & colours in design mix cement M- 40 over a bed of 30mm thick fine sand complete in all respect
92.5
-
567
10.77-Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey.
1.62
-
5183.75
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
71.69
-
477.95
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.
3.5
-
6242.1
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