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₹ 3,63,30,457 
Notes
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Bid Capacity
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The bid capacity required in the given tender to bid is calculated using the formula: Assessed Available Bid capacity = (A*N*M - B) Where A = Maximum value of civil Engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 per cent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2.5 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. The bidder must demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The available bid capacity should be equal to or more than the total bid value. However, other sources do not provide the exact formula or value for bid capacity, instead, they mention that the Bidder is required to furnish a Bid Capacity Calculation sheet, and the bidder must be satisfied that he/she has sufficient bid capacity to execute the work. But one source does provide the formula.
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. The experience should be in the same name and style as the bidder. The bidder needs to provide information on the projects they have executed, including project details and contract information. However, the value and percentage of similar works completed are not explicitly mentioned. The bidder is required to provide the value of the contract and the value of works remaining to be completed for their ongoing projects. No specific values or percentages for similar works completed are provided.

Costs

Description

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BOQ Items

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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.)

119

6100

725900

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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 staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%) DSR 2023 ITEM. N. 5.3A

397.8

8640

3436992

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1

312.27

8166

2549996.82

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge DSR 2023 ITEM N. 15.7.1

1071

35

37485

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge DSR 2023 2.1.1

2544.83

100

254483

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Desposal of refused material/malwa distance up to 5 km etc all complete as the direction of engineer in charge. (AS PER DSR 2023 PAGE N. 83 ITEM N. 1.1.2 )

2290.45

195

446866.79

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm )

856.8

3500

2998800

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Providing laying spreading and compecting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in machenical mix plant carriage of mix material by tipper to site laying in uniform layers of each 100mm thick with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

428.4

4066

1741960.08

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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.)

535.5

6100

3266550

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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)

1499.4

8580

12864852

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm )

247.5

3500

866250

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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

1830

764

1398120

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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

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OLD BRICKS

29559.6

-5

-147798

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OLD BRICKS BAT

64.26

-800

-51408

18

30788522

5541934.12



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