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 Construction Of Rmc Road From Tara House To Ishak In Ward No. 04 Mc Ferozepur Jhirka. Vide Resolution No 4(38) Date 17-08-2022 in Nuh, Haryana, with an estimated contract value of Rs. 72,88,303. The bid opening date for this tender is 08-03-2024 and the last date for bid submission is 06-04-2024. 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 Date8 Mar 2024
Closing Date6 Apr 2024
Tender Amount₹ 72,88,303 
Notes
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Costs

  • EMD

    ₹ 1,46,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 1,180

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[17.22.3]Water Bound Macadam Gr I 3. Water Bound Macadam Grading I with crushable screenings 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

400.87

499480

1245.99

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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.

3994

331502

83

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[17.5.1]Compacting Original Ground 1. Compacting original ground below road crust Loosening of the ground up to a level of 500 mm below the road crust, watered, graded and compacted at OMC in layers to meet requirement of table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications

1409.12

74683

53

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[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)

473.95

1837518

3877.03

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[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)

483.1

40580

84

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[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications

4770.45

33393

7

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[11.53]Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same.

362.32

21739

60

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[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material

607.38

727033

1197

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[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth

3036.89

252061

83



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