Urban Improvement Trust Tender

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The UIT has issued a formal invitation for competitive bids for the Urban Improvement Trust project, for E-nit-09-ii-2025-26 Work No 01 in Bikaner, Rajasthan, with an estimated contract value of Rs. 50,36,000. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 02-06-2025. Interested bidders for Urban Improvement Trust tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Urban Improvement Trust - UIT Tender

Works
Eprocure
Opening Date27 May 2025
Closing Date2 Jun 2025
Tender Amount₹ 50,36,000 
Notes
Download

Costs

  • EMD

    ₹ 1,00,720
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Summary

E-nit-09-ii-2025-26 Work No 01

Description

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BOQ Items

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Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shutteringM20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 1x1x0.20 2x2x0.20 1

16

5451

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Brick masonry with F.P.S. bricks of class designation 100 in foundation and plinth with bricks In cement mortar 1:4 (1 cement : 4 coarse sand) 4x0.45x1+1

22.4

4632

-

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Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide

8000

96

-

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Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish 20mm thick .:2x(4+1)+11

72

202

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Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferabley red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect.

400

113

-

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Providing at site, lowering & laying in trenches, aligning & jointing of U-PVC pipe as per IS 13592 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer for house sewer connection work. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 110 mm Nominal Dia

160

245

-

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Carriage of Materials Earth, Sand, Lime, Morrum manure or sludge5KM

340.5

125

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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.

32

1349

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404.By Manual Means

16

1582

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicknes hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. using Crusher borken aggregateBy Manual Means

16

1595

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Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness 125mm, height 150/225/300/600/900/1200mm for constructing extra depth of manhole beyond depth mentioned in item no-17.61.1 as per drawing.

48

9220

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. Granular Course 1x1x0.15 ,2(2x2x0.15) 15x0.15x0.15

13.5

295

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Bituminous Courses 1x1x0.10, 2(2x2x0.10) 15x0.15x0.10

9

406

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Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm dia Nominal bore

800

1407

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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work. 200 mm dia

800

1853

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Annual Maintenance of Constructed of Rain Water harvesting Soak pits in Bikaner area for a Period of 03 Years (including one year diffect liability period) including Silt Clearence, Cleaning etc. For First Year

1

130830

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For Second Year

1

152635

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For Third Year

1

174440

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