Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 4,56,50,000 
Notes
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Costs

  • EMD

    ₹ 9,13,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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AR Madadriya Km 0/0 to 1/0

0.28

-

14589

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AR Mad Km 1/500 ls 7/00

1.65

-

14589

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Chapali to Dhana Km 0/0 to 1/0

0.2

-

14589

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

0.9

-

14589

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Tal Lasani to Isharmand Km 0/0 to 3/500

1.19

-

14589

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

0.4

-

14589

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

1.2

-

14589

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AR Kalesariya Km 0/0 to 2/200

0.7

-

14589

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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)Bituminous courses By Mechanical Means

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-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

15

-

195

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

15

-

195

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AR Madadriya Km 0/0 to 1/0

16.5

-

195

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AR Mad Km 1/500 ls 7/00

12.38

-

195

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Chapali to Dhana Km 0/0 to 1/0

18

-

195

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

112.5

-

195

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Tal Lasani to Isharmand Km 0/0 to 3/500

26.25

-

195

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

60

-

195

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

7.5

-

195

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AR Kalesariya Km 0/0 to 2/200

7.5

-

195

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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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Tal Lasani to Isharmand Km 0/0 to 3/500

67.5

-

1082

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

84.38

-

1082

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AR Kalesariya Km 0/0 to 2/200

67.5

-

1082

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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

393.75

-

98

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

318.5

-

98

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AR Madadriya Km 0/0 to 1/0

105

-

98

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AR Mad Km 1/500 ls 7/00

715

-

98

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Chapali to Dhana Km 0/0 to 1/0

150

-

98

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

450

-

98

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Tal Lasani to Isharmand Km 0/0 to 3/500

787.5

-

98

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

750

-

98

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

262.5

-

98

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AR Kalesariya Km 0/0 to 2/200

247.5

-

98

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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

-

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-

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Chapali to Dhana Km 0/0 to 1/0

225

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47

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

444.38

-

47

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Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

108

-

58

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AR Mad Km 1/500 ls 7/00

300

-

58

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Chapali to Dhana Km 0/0 to 1/0

54

-

58

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

270

-

58

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Tal Lasani to Isharmand Km 0/0 to 3/500

108

-

58

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

108

-

58

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Plant Mix Method (Construction 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 )for grading- I Material

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

121.5

-

474

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Chapali to Dhana Km 0/0 to 1/0

112.5

-

474

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Tal Lasani to Isharmand Km 0/0 to 3/500

272.86

-

474

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

225

-

474

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By Mix in Place Method (Construction of granular sub-base by providing close 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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Tal Lasani to Kalagun Km 0/0 to 3/500

555

-

233

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

765

-

233

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AR Madadriya Km 0/0 to 1/0

251.25

-

233

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AR Mad Km 1/500 ls 7/00

1113.75

-

233

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Chapali to Dhana Km 0/0 to 1/0

150

-

233

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

600

-

233

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Tal Lasani to Isharmand Km 0/0 to 3/500

829.5

-

233

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

410

-

233

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

637.5

-

233

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AR Kalesariya Km 0/0 to 2/200

336

-

233

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means:Grading- II (Using Screening Crushable type such as Moorum or Gravel)

-

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-

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Chapali to Dhana Km 0/0 to 1/0

56.25

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1025

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

163.13

-

1025

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means:Grading- III (Using Screening Crushable type such as Moorum or Gravel)

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-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

199.69

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1075

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

365.63

-

1075

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AR Madadriya Km 0/0 to 1/0

274.22

-

1075

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AR Mad Km 1/500 ls 7/00

850.78

-

1075

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Chapali to Dhana Km 0/0 to 1/0

337.5

-

1075

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

337.5

-

1075

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Tal Lasani to Isharmand Km 0/0 to 3/500

665.18

-

1075

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

669.39

-

1075

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

337.51

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1075

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AR Kalesariya Km 0/0 to 2/200

154.46

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1075

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primer coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity )

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-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

1185.75

-

31

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

3442.5

-

31

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AR Madadriya Km 0/0 to 1/0

1625.63

-

31

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AR Mad Km 1/500 ls 7/00

9466.88

-

31

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Chapali to Dhana Km 0/0 to 1/0

3750

-

31

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

4590

-

31

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Tal Lasani to Isharmand Km 0/0 to 3/500

6349

-

31

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

7267.5

-

31

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

2677.5

-

31

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AR Kalesariya Km 0/0 to 2/200

1335.69

-

31

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tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

1185.75

-

10

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

3442.5

-

10

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AR Madadriya Km 0/0 to 1/0

1625.63

-

10

... More
AR Mad Km 1/500 ls 7/00

9466.88

-

10

... More
Chapali to Dhana Km 0/0 to 1/0

3750

-

10

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

4590

-

10

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

5355

-

10

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

7267.5

-

10

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

2677.5

-

10

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AR Kalesariya Km 0/0 to 2/200

1335.69

-

10

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

10671.75

-

10

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

13770

-

10

... More
AR Madadriya Km 0/0 to 1/0

1625.63

-

10

... More
AR Mad Km 1/500 ls 7/00

9466.88

-

10

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

6885

-

10

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

5355

-

10

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

10710

-

10

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AR Kalesariya Km 0/0 to 2/200

6084.81

-

10

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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 @ 0.27 Cum / Sqm 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.)As per clause 510. Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 40-60 tonnes/hour .

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

12391.09

-

88

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

18589.5

-

88

... More
AR Madadriya Km 0/0 to 1/0

3413.82

-

88

... More
AR Mad Km 1/500 ls 7/00

19407.1

-

88

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Chapali to Dhana Km 0/0 to 1/0

3750

-

88

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Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

11888.1

-

88

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Tal Lasani to Isharmand Km 0/0 to 3/500

11513.25

-

88

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Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

7267.5

-

88

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Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

13923

-

88

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AR Kalesariya Km 0/0 to 2/200

8028.98

-

88

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Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Open graded Premix Carpet @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of Morth Specifications)

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

11857.5

-

3.5

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

17212.5

-

3.5

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AR Madadriya Km 0/0 to 1/0

3251.26

-

3.5

... More
AR Mad Km 1/500 ls 7/00

18933.76

-

3.5

... More
Chapali to Dhana Km 0/0 to 1/0

3750

-

3.5

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

11475

-

3.5

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Tal Lasani to Isharmand Km 0/0 to 3/500

10710

-

3.5

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

7267.5

-

3.5

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

13387

-

3.5

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AR Kalesariya Km 0/0 to 2/200

7420.5

-

3.5

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Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) By VG - 30

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

11857.5

-

48

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

17212.5

-

48

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AR Madadriya Km 0/0 to 1/0

3251.26

-

48

... More
AR Mad Km 1/500 ls 7/00

18933.76

-

48

... More
Chapali to Dhana Km 0/0 to 1/0

3750

-

48

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

11475

-

48

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

10710

-

48

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

7267.5

-

48

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

13387

-

48

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AR Kalesariya Km 0/0 to 2/200

7420.5

-

48

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Construction of un-reinforced, without dowel bar, plain cement concrete pavement, 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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Tal Lasani to Kalagun Km 0/0 to 3/500

300

-

4696

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

300

-

4696

... More
AR Madadriya Km 0/0 to 1/0

412.5

-

4696

... More
AR Mad Km 1/500 ls 7/00

412.5

-

4696

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

558.75

-

4696

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

75

-

4696

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

375

-

4696

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AR Kalesariya Km 0/0 to 2/200

240

-

4696

... More
Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 dia

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

30

-

775

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

15

-

775

... More
AR Madadriya Km 0/0 to 1/0

30

-

775

... More
AR Mad Km 1/500 ls 7/00

30

-

775

... More
Chapali to Dhana Km 0/0 to 1/0

15

-

775

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

30

-

775

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

30

-

775

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

15

-

775

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

15

-

775

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AR Kalesariya Km 0/0 to 2/200

15

-

775

... More
Kilometre 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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5th Kilometre Stone (precast)

-

-

-

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Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

1

-

2375

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AR Mad Km 1/500 ls 7/00

1

-

2375

... More
Ordinary kilometer stone (precast)

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

4

-

1395

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

5

-

1395

... More
AR Madadriya Km 0/0 to 1/0

2

-

1395

... More
AR Mad Km 1/500 ls 7/00

6

-

1395

... More
Chapali to Dhana Km 0/0 to 1/0

2

-

1395

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

4

-

1395

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

4

-

1395

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

3

-

1395

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

5

-

1395

... More
AR Kalesariya Km 0/0 to 2/200

3

-

1395

... More
Hectometer stone (Precast)

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

14

-

420

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

20

-

420

... More
AR Madadriya Km 0/0 to 1/0

5

-

420

... More
AR Mad Km 1/500 ls 7/00

22

-

420

... More
Chapali to Dhana Km 0/0 to 1/0

4

-

420

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

14

-

420

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

14

-

420

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

8

-

420

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

16

-

420

... More
AR Kalesariya Km 0/0 to 2/200

8

-

420

... More
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm equilateral triangle

-

-

-

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Tal Lasani to Kalagun Km 0/0 to 3/500

10

-

2950

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

12

-

2950

... More
AR Madadriya Km 0/0 to 1/0

6

-

2950

... More
AR Mad Km 1/500 ls 7/00

17

-

2950

... More
Chapali to Dhana Km 0/0 to 1/0

2

-

2950

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

9

-

2950

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

12

-

2950

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

8

-

2950

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

8

-

2950

... More
AR Kalesariya Km 0/0 to 2/200

10

-

2950

... More
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)

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

4.32

-

12035

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

4.32

-

12035

... More
AR Madadriya Km 0/0 to 1/0

2.16

-

12035

... More
AR Mad Km 1/500 ls 7/00

6.48

-

12035

... More
Chapali to Dhana Km 0/0 to 1/0

1.08

-

12035

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

4.32

-

12035

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

4.32

-

12035

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

1.08

-

12035

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

4.32

-

12035

... More
AR Kalesariya Km 0/0 to 2/200

2.16

-

12035

... More
Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

1

-

8239

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

1

-

8239

... More
AR Madadriya Km 0/0 to 1/0

1

-

8239

... More
AR Mad Km 1/500 ls 7/00

1

-

8239

... More
Chapali to Dhana Km 0/0 to 1/0

1

-

8239

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

1

-

8239

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

1

-

8239

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

1

-

8239

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

1

-

8239

... More
AR Kalesariya Km 0/0 to 2/200

1

-

8239

... 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
Tal Lasani to Kalagun Km 0/0 to 3/500

270

-

335

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

360

-

335

... More
AR Madadriya Km 0/0 to 1/0

240

-

335

... More
AR Mad Km 1/500 ls 7/00

390

-

335

... More
Chapali to Dhana Km 0/0 to 1/0

90

-

335

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

300

-

335

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

300

-

335

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

210

-

335

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

180

-

335

... More
AR Kalesariya Km 0/0 to 2/200

240

-

335

... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

337

-

12

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

236

-

12

... More
AR Madadriya Km 0/0 to 1/0

211

-

12

... More
AR Mad Km 1/500 ls 7/00

211

-

12

... More
Chapali to Dhana Km 0/0 to 1/0

100.5

-

12

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

321

-

12

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

305

-

12

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

322

-

12

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

312

-

12

... More
AR Kalesariya Km 0/0 to 2/200

96

-

12

... More
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) .Ordinary soil

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

127

-

62

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

274

-

62

... More
AR Mad Km 1/500 ls 7/00

82.2

-

62

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

254

-

62

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

317.5

-

62

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

190.5

-

62

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

101.6

-

62

... More
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

19.05

-

3377

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

41.1

-

3377

... More
AR Mad Km 1/500 ls 7/00

12.33

-

3377

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

38.1

-

3377

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

47.63

-

3377

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

28.58

-

3377

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

15.24

-

3377

... More
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:4

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

147

-

3250

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

361.1

-

3250

... More
AR Mad Km 1/500 ls 7/00

108.33

-

3250

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

294

-

3250

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

367.5

-

3250

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

220.5

-

3250

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

117.6

-

3250

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

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

3

-

4266

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

6

-

4266

... More
AR Mad Km 1/500 ls 7/00

1.8

-

4266

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

6

-

4266

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

7.5

-

4266

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

4.5

-

4266

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

2.4

-

4266

... More
Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

100

-

106

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

200

-

106

... More
AR Mad Km 1/500 ls 7/00

60

-

106

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

200

-

106

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

250

-

106

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

150

-

106

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

80

-

106

... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

-

-

-

... More
Tal Lasani to Kalagun Km 0/0 to 3/500

100

-

105

... More
Lambodi to Chat ka Guda via KalagumanKm 0/0 to 5/00

200

-

105

... More
AR Mad Km 1/500 ls 7/00

60

-

105

... More
Deogarh to Samarnaka via Beed Deogarh Km 6/750 to 9/750

200

-

105

... More
Tal Lasani to Isharmand Km 0/0 to 3/500

250

-

105

... More
Diwer to Umraj Block Boundary via Tapalon ka Khera Km 0/0 to 2/00

150

-

105

... More
Kunwathal to Saliyon ka Khera via Bagatpura Km 0/0 to 4/0

80

-

105



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