Haryana Urban Development Authority Tender
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The HUDA has issued a formal invitation for competitive bids for the Haryana Urban Development Authority project, for Maintenance Of Various Pocket Under Division No. Vi, Gurugram in Gurugram, Haryana, with an estimated contract value of Rs. 1,68,118. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 05-06-2025. Interested bidders for Haryana Urban Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 3,360Document Cost
₹ 250Tender Fee
₹ 1,180
Summary
Maintenance Of Various Pocket Under Division No. Vi, Gurugram
Description
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Contact
Tender Id
2025_HBC_449613_1Tender No
2025B555FCEA E70E 4DB4 8EF1 4B6FEADBA96D257HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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BOQ Items
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[21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d
100
238
-
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[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge.
25.2
202
-
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[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
123.2
83
-
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[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1.49
3474
-
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[6.1.8]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
9.75
2164
-
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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-III) : 3 graded stone aggregate 20 mm nominal size).
2.24
6113
-
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[6.33.6]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. Thermo-Mechanically Treated bars of grade Fe-500D or more
220
66
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[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand)
8.8
3968
-
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(NS) Item Sewer and SWD connection of 200 mm to 450 mm i/d .
2
13750
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