Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 34,60,000 
Notes
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Costs

  • EMD

    ₹ 69,200
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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DO_NOT_SHOW

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Total

149

740

110260

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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

97.61

1

-

... More
f=os.kh pkSd ls x.ks'k th eafnj rstkth dh grkbZ rd lh0lh0 lMd fuekZ.k dk;ZA

48.96

1

-

... More
Total

146.57

1422

208423

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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing.

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-

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

97.61

1

-

... More
f=os.kh pkSd ls x.ks'k th eafnj rstkth dh grkbZ rd lh0lh0 lMd fuekZ.k dk;ZA

92.72

1

-

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Total

190.33

3072

584694

... More
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade

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-

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

195.23

1

-

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Total

195.23

5826

1137410

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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with 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,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade

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-

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f=os.kh pkSd ls x.ks'k th eafnj rstkth dh grkbZ rd lh0lh0 lMd fuekZ.k dk;ZA

139.08

1

-

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Total

139.08

5092

708195

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Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

1

1

-

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f=os.kh pkSd ls x.ks'k th eafnj rstkth dh grkbZ rd lh0lh0 lMd fuekZ.k dk;ZA

1

1

-

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Total

2

7744

15488

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Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil

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-

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

125.28

1

-

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Total

125.28

71

8895

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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

13.92

1

-

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Total

13.92

3978

55374

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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. PCC M-25 grade Upto 5 mtr. Height

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-

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iqjkuk cl LVs.M fla?kkMh jksM d`f"k mite.Mh xsV rd lh0lh0 lMd fuekZ.k dk;ZA

38.28

1

-

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f=os.kh pkSd ls x.ks'k th eafnj rstkth dh grkbZ rd lh0lh0 lMd fuekZ.k dk;ZA

84.84

1

-

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Total

123.12

5068

623972



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