Haryana Urban Development Authority Tender
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Costs
EMD
₹ 4,000Document Cost
₹ 250Tender Fee
₹ 1,180
Summary
A Mtc Of Ephs In Sector 34 Ue Ambala Cantt
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_249709_1Bid Award Id
ViewTender No
JOBNO.HSVP/AMB/2022-23/E-324Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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BOQ Items
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3/ 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)
10
-
4135
... More
4/ 11.12 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 11.12.2 1 :4 (1 cement: 4 fine sand))
40
-
145
... More
5/ 6.16 Reinforced cement concrete work in beams, suspended floors, cumroofs 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).
2
-
6845
... More
6/ 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 6.33.3 Cold twisted bars
200
-
68
... More
7/ 21.93 Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge.
21.93.1 Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening
3
-
1185
... More
8/ 21.28 Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers,manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge
18
-
334
... More
9/21.95 Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket
joints cutting and finishing the cut surface to a uniform finish etc. as fully
described in item No . 21.38, item 21.44, item 21.45, & item 21.46
including cartage loading and unloading complete in all respects. the
internal diametric of the sewer being:
21.95.1 350mm
70
-
1110
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