Haryana Urban Development Authority Tender
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Costs
EMD
₹ 4,000Document 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
2019_HBC_112538_1Bid Award Id
ViewTender No
JOB NO 418Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
Cement Concrete 1:1 1/2:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabswith inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring & shuttering laid in position complete in all respects. Extra over Item Nos. 10.79 to 10.94 if 1:1:5:3 mix is used, instead of 1:2:4.
9
-
5966.4
Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth
5
-
3385.8
Wrought ironand mild steel (using angales, flates, square bars, teesand channels laddersgrills gratting frames window quards,iron doors openable or fixed staircase or parapet or anyother type of railing gates and tree gaurds etc.including cost of screws and welding roads or bolt and nuts complete fixed in position.
1.5
-
6242.1
Earth work excavation in foundation trenchesetc. in all kinds of soils, net excavated 2Mdepth including dressing of bottom and sidesof trenches stacking the excavated soil clearfrom the edge of excavation sub sequent filling around compaties, including indisposalof all surplus soil as directed with in a lead 0.30 Mtr.
40
-
58.17
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