Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 71,00,000 
Notes
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Costs

  • EMD

    ₹ 1,42,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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Contact

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BOQ Items

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A/R to Bandhawal Ch. 3/00

53.38

-

-

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Total Qty.

135.19

822

111126.18

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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

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-

-

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A/R to Pakhala via Bandhawal Ch. 4/200

65.63

-

-

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A/R to Bandhawal Ch. 2/500

31.88

-

-

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A/R to Bandhawal Ch. 3/00

52.5

-

-

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Total Qty.

150.01

1191

178661.91

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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres), Cement Concrete Grade M-15 & M-20

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

3.75

-

-

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A/R to Bandhawal Ch. 2/500

7.5

-

-

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A/R to Bandhawal Ch. 3/00

5.85

-

-

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Total Qty.

17.1

279

4770.9

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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

272.63

-

-

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A/R to Bandhawal Ch. 2/500

54.38

-

-

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A/R to Bandhawal Ch. 3/00

52.5

-

-

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Total Qty.

379.51

2123

805699.73

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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

545.25

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-

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A/R to Bandhawal Ch. 2/500

108.75

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-

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A/R to Bandhawal Ch. 3/00

105

-

-

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Total Qty.

759

5739

4355901

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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 300 mm

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

30

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-

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A/R to Bandhawal Ch. 2/500

15

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-

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A/R to Bandhawal Ch. 3/00

15

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-

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Total Qty.

60

1860

111600

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.),Ordinary soil,Manual means, Depth upto 3 m

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

336

92

30912

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

210

3992

838320

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

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-

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A/R to Pakhala via Bandhawal Ch. 4/200

7.48

88557

662672.03



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