Directorate Of Urban Local Bodies Tender

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The DULB has issued a formal invitation for competitive bids for the Directorate Of Urban Local Bodies project, for Const. Of Boundary Wall And Main Gate Of Govt. School Under D. Plan Mc Tauru.. in Nuh, Haryana, with an estimated contract value of Rs. 2,23,898. The bid opening date for this tender is 25-12-2023 and the last date for bid submission is 04-01-2024. Interested bidders for Directorate Of Urban Local Bodies tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Directorate Of Urban Local Bodies - DULB Tender

Opening Date25 Dec 2023
Closing DateCancelled
Tender Amount₹ 2,23,898 
Notes
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Costs

  • EMD

    ₹ 4,480
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 1,180

Summary

Const. Of Boundary Wall And Main Gate Of Govt. School Under D. Plan Mc Tauru..

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[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

1500

124500

83

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[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

2.12

2597

1225

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[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

1.56

1831

1174

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[10.1.1.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. 1.1. Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete.

0.1

7

72

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[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil

8.58

669

78



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