Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date10 Apr 2025
Closing Date15 Apr 2025
Tender Amount₹ 60,96,000 
Notes
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Costs

  • EMD

    ₹ 1,21,920
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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BOQ Items

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DO_NOT_SHOW

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SH-01A to Peelwa Nadi

0.47

10971

5156.37

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Link Road Malarna Chor

0.6

10971

6582.6

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In area of light jungle

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-

-

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A/R to Uliyana

0.2

8867

1773.4

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Dhanoli to Kanseer via Dubbi Khurd

0.4

8867

3546.8

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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)

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-

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for grading-III Material

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-

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A/R to Tek ki Jhopari

12

544

6528

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SH-01A to Peelwa Nadi

18

544

9792

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Link Road Malarna Chor

450

544

244800

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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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-

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A/R to Tek ki Jhopari

17

1127

19159

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SH-01A to Peelwa Nadi

17

1127

19159

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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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-

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A/R to Tek ki Jhopari

221

123

27183

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SH-01A to Peelwa Nadi

221

123

27183

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Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

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-

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A/R to Tek ki Jhopari

27.75

738

20479.5

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SH-01A to Peelwa Nadi

30.75

738

22693.5

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Pushoda to Dhanoli

20.85

738

15387.3

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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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Pushoda to Dhanoli

10.43

1974

20578.95

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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 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 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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A/R to Tek ki Jhopari

27.75

5224

144966

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SH-01A to Peelwa Nadi

30.75

5224

160638

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Pushoda to Dhanoli

20.85

5224

108920.4

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Link Road Malarna Chor

112.5

5224

587700

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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

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-

-

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Ordinary Kilometer stone (Precast)

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-

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A/R to Tek ki Jhopari

2

1460

2920

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SH-01A to Peelwa Nadi

2

1460

2920

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Link Road Malarna Chord

2

1460

2920

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Hectometer stone (Precast)

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-

-

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A/R to Tek ki Jhopari

4

424

1696

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SH-01A to Peelwa Nadi

4

424

1696

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Link Road Malarna Chord

4

424

1696

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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

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-

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A/R to Tek ki Jhopari

1.08

7753

8373.24

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SH-01A to Peelwa Nadi

1.08

7753

8373.24

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Link Road Malarna Chord

2

7753

15506

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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 Uliyana

525

1084

569100

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Dhanoli to Kanseer via Dubbi Khurd

1200

1084

1300800

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Link Road Malarna Chor

70

1084

75880

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

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-

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A/R to Uliyana

5600

21

117600

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Dhanoli to Kanseer via Dubbi Khurd

11250

21

236250

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Link Road Malarna Chor

235

21

4935

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

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-

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A/R to Uliyana

5600

7

39200

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Dhanoli to Kanseer via Dubbi Khurd

11250

7

78750

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Link Road Malarna Chor

235

7

1645

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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Using VG-30 binder

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-

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A/R to Uliyana

5600

90

504000

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Dhanoli to Kanseer via Dubbi Khurd

11250

90

1012500

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Link Road Malarna Chor

235

90

21150

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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

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-

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A/R to Uliyana

5600

35

196000

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Dhanoli to Kanseer via Dubbi Khurd

11250

35

393750

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Link Road Malarna Chor

235

35

8225



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