Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2022
Closing Date8 Oct 2022
Tender Amount₹ 2,56,56,000 
Notes
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Costs

  • EMD

    ₹ 5,13,120
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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A / R to Beejawara 0/0 to 3/420

1.44

-

17206

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A / R to Kahela 0/0 to 2/500

1.08

-

17206

... More
A / R to Jeeboola 0/0 to 2/500

1

-

17206

... More
AR to Garha Shaktawat 0/0 to 1/300

0.49

-

17206

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

0.3

-

17206

... More
AR Sakani 0/0 to 1/600

0.67

-

17206

... More
Gada Dasundi 0/0 to 3/750

1.58

-

17206

... More
AR Dhani 0/0 to 1/500

0.65

-

17206

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A R Karmat 0/0 to 0/63

0.16

-

17206

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AR Takla

1.05

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17206

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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.By Mix in Place Method.Grading-III

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-

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Jogpur to Diwda Chhota 1/500 to 4/00

61.97

-

382

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Buchia to Kalyanpur 0/0 to 1/510

30.98

-

382

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A / R to Beejawara 0/0 to 3/420

61.97

-

382

... More
A / R to Kahela 0/0 to 2/500

185.9

-

382

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A / R to Jeeboola 0/0 to 2/500

61.97

-

382

... More
AR to Garha Shaktawat 0/0 to 1/300

30.98

-

382

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

30.98

-

382

... More
AR Sakani 0/0 to 1/600

61.97

-

382

... More
Gada Dasundi 0/0 to 3/750

61.97

-

382

... More
AR Dhani 0/0 to 1/500

61.97

-

382

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A R Karmat 0/0 to 0/63

30.6

-

382

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AR Takla

61.97

-

382

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift .By mechanical means.

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Jogpur to Diwda Chhota 1/500 to 4/00

304.09

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1036

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Buchia to Kalyanpur 0/0 to 1/510

258.19

-

1036

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A / R to Beejawara 0/0 to 3/420

688.5

-

1036

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A / R to Kahela 0/0 to 2/500

712.22

-

1036

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A / R to Jeeboola 0/0 to 2/500

461.3

-

1036

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AR to Garha Shaktawat 0/0 to 1/300

249.58

-

1036

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

301.22

-

1036

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AR Sakani 0/0 to 1/600

358.59

-

1036

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Gada Dasundi 0/0 to 3/750

811.28

-

1036

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AR Dhani 0/0 to 1/500

376.38

-

1036

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A R Karmat 0/0 to 0/63

143.44

-

1036

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AR Takla

712.22

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1036

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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.

-

-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

625

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49

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Buchia to Kalyanpur 0/0 to 1/510

377.5

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49

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A / R to Beejawara 0/0 to 3/420

855

-

49

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A / R to Kahela 0/0 to 2/500

625

-

49

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A / R to Jeeboola 0/0 to 2/500

625

-

49

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AR to Garha Shaktawat 0/0 to 1/300

325

-

49

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A/R to Raiki Upto Pardajani 0/0 to 1/0

250

-

49

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AR Sakani 0/0 to 1/600

385

-

49

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Gada Dasundi 0/0 to 3/750

937.5

-

49

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AR Dhani 0/0 to 1/500

375

-

49

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A R Karmat 0/0 to 0/63

157.5

-

49

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AR Takla

625

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49

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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112

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-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

3672

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23

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Buchia to Kalyanpur 0/0 to 1/510

3251.25

-

23

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A / R to Beejawara 0/0 to 3/420

8797.5

-

23

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A / R to Kahela 0/0 to 2/500

6930.9

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23

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A / R to Jeeboola 0/0 to 2/500

5768.1

-

23

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AR to Garha Shaktawat 0/0 to 1/300

4781.25

-

23

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A/R to Raiki Upto Pardajani 0/0 to 1/0

3710.25

-

23

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AR Sakani 0/0 to 1/600

5890.5

-

23

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Gada Dasundi 0/0 to 3/750

10434.6

-

23

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AR Dhani 0/0 to 1/500

4635.9

-

23

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A R Karmat 0/0 to 0/63

1721.25

-

23

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AR Takla

6930.9

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23

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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.

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-

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Jogpur to Diwda Chhota 1/500 to 4/00

8797.5

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7.2

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Buchia to Kalyanpur 0/0 to 1/510

5584.5

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7.2

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A / R to Beejawara 0/0 to 3/420

12507.75

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7.2

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A / R to Kahela 0/0 to 2/500

9562.5

-

7.2

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A / R to Jeeboola 0/0 to 2/500

9180

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7.2

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AR to Garha Shaktawat 0/0 to 1/300

4781.25

-

7.2

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A/R to Raiki Upto Pardajani 0/0 to 1/0

3710.25

-

7.2

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AR Sakani 0/0 to 1/600

5890.5

-

7.2

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Gada Dasundi 0/0 to 3/750

13961.25

-

7.2

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AR Dhani 0/0 to 1/500

5737.5

-

7.2

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A R Karmat 0/0 to 0/63

2314.13

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7.2

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AR Takla

9562.5

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7.2

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Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/ta 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km

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-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

60.94

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4615

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Buchia to Kalyanpur 0/0 to 1/510

52.31

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4615

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A / R to Beejawara 0/0 to 3/420

84.38

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4615

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A / R to Jeeboola 0/0 to 2/500

75

-

4615

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AR to Garha Shaktawat 0/0 to 1/300

29.06

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4615

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A/R to Raiki Upto Pardajani 0/0 to 1/0

9.38

-

4615

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AR Sakani 0/0 to 1/600

27.56

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4615

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Gada Dasundi 0/0 to 3/750

84.38

-

4615

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AR Dhani 0/0 to 1/500

52.88

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4615

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A R Karmat 0/0 to 0/63

51.56

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4615

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AR Takla

75

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4615

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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead and lift. (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG10 grade

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-

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Jogpur to Diwda Chhota 1/500 to 4/00

8797.5

-

88

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Buchia to Kalyanpur 0/0 to 1/510

5584.5

-

88

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A / R to Beejawara 0/0 to 3/420

12507.75

-

88

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A / R to Kahela 0/0 to 2/500

9562.5

-

88

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A / R to Jeeboola 0/0 to 2/500

9180

-

88

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AR to Garha Shaktawat 0/0 to 1/300

4781.25

-

88

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A/R to Raiki Upto Pardajani 0/0 to 1/0

3710.25

-

88

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AR Sakani 0/0 to 1/600

5890.5

-

88

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Gada Dasundi 0/0 to 3/750

13961.25

-

88

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AR Dhani 0/0 to 1/500

5737.5

-

88

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A R Karmat 0/0 to 0/63

2314.13

-

88

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AR Takla

9562.5

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88

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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).Bitumen VG10 grade

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-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

8797.5

-

27

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Buchia to Kalyanpur 0/0 to 1/510

5584.5

-

27

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A / R to Beejawara 0/0 to 3/420

12507.75

-

27

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A / R to Kahela 0/0 to 2/500

9562.5

-

27

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A / R to Jeeboola 0/0 to 2/500

9180

-

27

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AR to Garha Shaktawat 0/0 to 1/300

4781.25

-

27

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A/R to Raiki Upto Pardajani 0/0 to 1/0

3710.25

-

27

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AR Sakani 0/0 to 1/600

5890.5

-

27

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Gada Dasundi 0/0 to 3/750

13961.25

-

27

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AR Dhani 0/0 to 1/500

5737.5

-

27

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A R Karmat 0/0 to 0/63

2314.13

-

27

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AR Takla

9562.5

-

27

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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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Jogpur to Diwda Chhota 1/500 to 4/00

160

-

4406

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Buchia to Kalyanpur 0/0 to 1/510

40

-

4406

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A / R to Beejawara 0/0 to 3/420

120

-

4406

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A / R to Kahela 0/0 to 2/500

69.75

-

4406

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A / R to Jeeboola 0/0 to 2/500

80

-

4406

... More
AR to Garha Shaktawat 0/0 to 1/300

37.5

-

4406

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A/R to Raiki Upto Pardajani 0/0 to 1/0

15

-

4406

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AR Sakani 0/0 to 1/600

45

-

4406

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Gada Dasundi 0/0 to 3/750

80

-

4406

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A R Karmat 0/0 to 0/63

20

-

4406

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

-

-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

4

-

1330

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Buchia to Kalyanpur 0/0 to 1/510

3

-

1330

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A / R to Beejawara 0/0 to 3/420

5

-

1330

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A / R to Kahela 0/0 to 2/500

4

-

1330

... More
A / R to Jeeboola 0/0 to 2/500

4

-

1330

... More
AR to Garha Shaktawat 0/0 to 1/300

3

-

1330

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

2

-

1330

... More
AR Sakani 0/0 to 1/600

3

-

1330

... More
Gada Dasundi 0/0 to 3/750

5

-

1330

... More
AR Dhani 0/0 to 1/500

3

-

1330

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A R Karmat 0/0 to 0/63

2

-

1330

... More
AR Takla

4

-

1330

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Hectometer stone (precast)

-

-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

10

-

373

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Buchia to Kalyanpur 0/0 to 1/510

6

-

373

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A / R to Beejawara 0/0 to 3/420

14

-

373

... More
A / R to Kahela 0/0 to 2/500

10

-

373

... More
A / R to Jeeboola 0/0 to 2/500

10

-

373

... More
AR to Garha Shaktawat 0/0 to 1/300

5

-

373

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

4

-

373

... More
AR Sakani 0/0 to 1/600

7

-

373

... More
Gada Dasundi 0/0 to 3/750

15

-

373

... More
AR Dhani 0/0 to 1/500

6

-

373

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A R Karmat 0/0 to 0/63

2

-

373

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AR Takla

10

-

373

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Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

-

-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

2.16

-

5250

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Buchia to Kalyanpur 0/0 to 1/510

2.16

-

5250

... More
A / R to Beejawara 0/0 to 3/420

2.16

-

5250

... More
A / R to Kahela 0/0 to 2/500

2.16

-

5250

... More
A / R to Jeeboola 0/0 to 2/500

2.16

-

5250

... More
AR to Garha Shaktawat 0/0 to 1/300

2.16

-

5250

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

2.16

-

5250

... More
AR Sakani 0/0 to 1/600

2.16

-

5250

... More
Gada Dasundi 0/0 to 3/750

2.16

-

5250

... More
AR Dhani 0/0 to 1/500

2.16

-

5250

... More
A R Karmat 0/0 to 0/63

2.16

-

5250

... More
AR Takla

2.16

-

5250

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle

-

-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

6

-

1791

... More
Buchia to Kalyanpur 0/0 to 1/510

14

-

1791

... More
A / R to Beejawara 0/0 to 3/420

12

-

1791

... More
A / R to Kahela 0/0 to 2/500

12

-

1791

... More
A / R to Jeeboola 0/0 to 2/500

10

-

1791

... More
AR to Garha Shaktawat 0/0 to 1/300

4

-

1791

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

2

-

1791

... More
AR Sakani 0/0 to 1/600

2

-

1791

... More
Gada Dasundi 0/0 to 3/750

10

-

1791

... More
AR Dhani 0/0 to 1/500

6

-

1791

... More
A R Karmat 0/0 to 0/63

4

-

1791

... More
AR Takla

12

-

1791

... More
80 mm x 60 mm rectangular

-

-

-

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A/R to Raiki Upto Pardajani 0/0 to 1/0

1

-

1986

... More
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).500mm dia

-

-

-

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Jogpur to Diwda Chhota 1/500 to 4/00

15

-

2039

... More
Buchia to Kalyanpur 0/0 to 1/510

15

-

2039

... More
A / R to Beejawara 0/0 to 3/420

22.5

-

2039

... More
A / R to Kahela 0/0 to 2/500

22.5

-

2039

... More
A / R to Jeeboola 0/0 to 2/500

15

-

2039

... More
AR to Garha Shaktawat 0/0 to 1/300

7.5

-

2039

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

7.5

-

2039

... More
AR Sakani 0/0 to 1/600

7.5

-

2039

... More
Gada Dasundi 0/0 to 3/750

22.5

-

2039

... More
AR Dhani 0/0 to 1/500

15

-

2039

... More
A R Karmat 0/0 to 0/63

7.5

-

2039

... More
AR Takla

22.5

-

2039

... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

-

-

-

... More
Buchia to Kalyanpur 0/0 to 1/510

18

-

408

... More
A / R to Kahela 0/0 to 2/500

21.6

-

408

... More
A / R to Jeeboola 0/0 to 2/500

45

-

408

... More
AR to Garha Shaktawat 0/0 to 1/300

46.8

-

408

... More
A/R to Raiki Upto Pardajani 0/0 to 1/0

26

-

408

... More
AR Sakani 0/0 to 1/600

36

-

408

... More
Gada Dasundi 0/0 to 3/750

43.2

-

408

... More
A R Karmat 0/0 to 0/63

18

-

408

... More
AR Takla

45

-

408



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