Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 10,80,000 
Notes
Download

Costs

  • EMD

    ₹ 21,600
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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ljk; ls ftyk lhek ¼xqMyh dh vksj½

245

111

27195

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Repair of pot holes by Wet Mix Macadam material. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, compacting base of excavation as per clause 503, back filling the pot holes with wet mix macadam material by mannual means as per clause 406, compacting with roller 8-10T, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.

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xaxkiqj flVh 'kQhiqjk ckeuokl yhokyh fcuksjh ckykth jksM ,eMhvkj&248

120.56

1238

149253.28

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fyad jksM x[ksMk jksM ls jkuhyk

36

1238

44568

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ljk; ls ftyk lhek ¼xqMyh dh vksj½

30.78

1238

38099.45

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lEidZ lMd ykylksV ls lhrkiqjk (FCW)

7.69

1238

9520.22

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lEidZ lMd VksMk ls Vwf.Myk (FCW)

5.48

1238

6778.05

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Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm followed by seal coat type "B". (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

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xaxkiqj flVh 'kQhiqjk ckeuokl yhokyh fcuksjh ckykth jksM ,eMhvkj&248

1900.63

135

256584.38

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fyad jksM x[ksMk jksM ls jkuhyk

371.25

135

50118.75

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ljk; ls ftyk lhek ¼xqMyh dh vksj½

459

135

61965

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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material

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xaxkiqj flVh 'kQhiqjk ckeuokl yhokyh fcuksjh ckykth jksM ,eMhvkj&248

210

598

125580

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fyad jksM x[ksMk jksM ls jkuhyk

72.25

598

43205.5

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ljk; ls ftyk lhek ¼xqMyh dh vksj½

58.38

598

34908.25

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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 .

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300 mm dia

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xaxkiqj flVh 'kQhiqjk ckeuokl yhokyh fcuksjh ckykth jksM ,eMhvkj&248

7.5

1860

13950

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lEidZ lMd ykylksV ls lhrkiqjk (FCW)

7.5

1860

13950

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lEidZ lMd VksMk ls Vwf.Myk (FCW)

7.5

1860

13950

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600 mm dia

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fyad jksM x[ksMk jksM ls jkuhyk

7.5

2377

17827.5

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ljk; ls ftyk lhek ¼xqMyh dh vksj½

7.5

2377

17827.5

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20

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-

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lEidZ lMd ykylksV ls lhrkiqjk (FCW)

8.18

4462

36499.16

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lEidZ lMd VksMk ls Vwf.Myk (FCW)

8.8

4462

39265.6



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