Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DOLBU Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 2,90,84,000 
Notes
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Technical Capacity
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The bidder is required to have prior work experience in construction works of a similar nature and volume over the last five years. They must attach a certificate from the Engineer-in-charge for the work performed as a prime contractor, which should clearly mention the actual work done, amount, date of start, and actual date of completion. The bidder must fill up a performa with details of their experience, including project name, name of the employer, description of work, value of contract, contract number, date of issue of work order, stipulated date of completion, and actual date of completion. However, specific values and percentages of similar works completed are not mentioned. The bidder must provide a certificate from the Engineer-in-charge for the value of work remaining to be completed.

Costs

Description

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BOQ Items

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Supply of Screeing material with stacking for measurment etc all complete as per the direction of engineer in charge.RMR

132.68

2050

272020.54

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Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405.(SOR 2022 SI. N. 20.02 ITEM N. 752)

737

690

508530

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S/L P:C:C ( 1:4:8) with 40 mm size stone ballast coarse sand & cement etc all complete as the direction of engineer in charge (AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.11 ITEM NO 281.)

720

6100

4392000

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Construction of un-reinforced, dowl jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501 ( SOR 2022/20.12)

1449

8580

12432420

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S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.

270

618

166860

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Supply & laying 80 mm thick Precase cement concrete interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds. RMR

1350

764

1031400

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First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a)

189

5170

977130

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Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PER PWD SOR 2022/231( a)+253 (a) S I NO-4.03.

1127.43

295

332704.59

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DPR CHARGE etc all completed as per the direction of engineer - in - charge.

1

30000

30000

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SIGN BOARD etc all completed as per the direction of engineer - in - charge.

1

5000

5000

18

24647457

4436542.42



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