Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil Works Roads
Eprocure
Opening Date10 Jun 2020
Closing Date9 Jul 2020
Tender Amount₹ 4,44,30,000 
Notes
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Costs

  • EMD

    ₹ 8,88,600
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

3.75

-

17206

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Palthoor to Nal Fala Km 0/0 to 1/0

0.3

-

17206

... More
Retua to Kanodiya Km 1/0 to 3/00

0.6

-

17206

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

0.45

-

17206

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Sabla Pachlasa Talora Km 0/0 to 10/0

3.1

-

17206

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Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials. A/R Khanan Km 0/0 to 5/0

7500

-

7.9

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

9000

-

7.9

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

26400

-

7.9

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Retua to Kanodiya Km 1/0 to 3/00

4500

-

7.9

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

1875

-

7.9

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Sabla Pachlasa Talora Km 0/0 to 10/0

13500

-

7.9

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Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. A/R Bhatwara Km 0/0 to 0/800

300

-

26

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A/R Khanan Km 0/0 to 5/0

4050

-

26

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

2430

-

26

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

7695

-

26

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Palthoor to Nal Fala Km 0/0 to 1/0

270

-

26

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Retua to Kanodiya Km 1/0 to 3/00

1620

-

26

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

225

-

26

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Sabla Pachlasa Talora Km 0/0 to 10/0

8100

-

26

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Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305 A/R Bhatwara Km 0/0 to 0/800

300

-

19

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A/R Khanan Km 0/0 to 5/0

4050

-

19

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

2430

-

19

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

7695

-

19

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Palthoor to Nal Fala Km 0/0 to 1/0

270

-

19

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Retua to Kanodiya Km 1/0 to 3/00

1620

-

19

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

225

-

19

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Sabla Pachlasa Talora Km 0/0 to 10/0

8100

-

19

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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. A/R Bhatwara Km 0/0 to 0/800

240

-

49

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A/R Khanan Km 0/0 to 5/0

1000

-

49

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

600

-

49

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

2500

-

49

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Palthoor to Nal Fala Km 0/0 to 1/0

200

-

49

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Retua to Kanodiya Km 1/0 to 3/00

400

-

49

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

300

-

49

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Sabla Pachlasa Talora Km 0/0 to 10/0

2000

-

49

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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-II A/R Bhatwara Km 0/0 to 0/800

98.44

-

396

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A/R Khanan Km 0/0 to 5/0

562.5

-

396

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

344.25

-

396

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

1125

-

396

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Palthoor to Nal Fala Km 0/0 to 1/0

56.25

-

396

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Retua to Kanodiya Km 1/0 to 3/00

225

-

396

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

112.5

-

396

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Sabla Pachlasa Talora Km 0/0 to 10/0

1012.5

-

396

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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 with lead upto 1 km A/R Bhatwara Km 0/0 to 0/800

66.94

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1036

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A/R Khanan Km 0/0 to 5/0

1243.13

-

1036

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

1034.66

-

1036

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

3911.06

-

1036

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Palthoor to Nal Fala Km 0/0 to 1/0

382.5

-

1036

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Retua to Kanodiya Km 1/0 to 3/00

545.06

-

1036

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

153

-

1036

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Sabla Pachlasa Talora Km 0/0 to 10/0

2227.5

-

1036

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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 A/R Bhatwara Km 0/0 to 0/800

650.25

-

23

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A/R Khanan Km 0/0 to 5/0

11475

-

23

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

11092.5

-

23

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

33660

-

23

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Palthoor to Nal Fala Km 0/0 to 1/0

3825

-

23

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Retua to Kanodiya Km 1/0 to 3/00

5737.5

-

23

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

1530

-

23

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Sabla Pachlasa Talora Km 0/0 to 10/0

20655

-

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. A/R Bhatwara Km 0/0 to 0/800

3060

-

7.2

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A/R Khanan Km 0/0 to 5/0

19125

-

7.2

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

11092.5

-

7.2

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

47430

-

7.2

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Palthoor to Nal Fala Km 0/0 to 1/0

3825

-

7.2

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Retua to Kanodiya Km 1/0 to 3/00

7650

-

7.2

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

5737.5

-

7.2

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Sabla Pachlasa Talora Km 0/0 to 10/0

37102.5

-

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/tack coat. [MoRTH Specification : Clause 504, 112].50/75mm Compacted thickness with 3.3% bitumen VG10 Grade A/R Bhatwara Km 0/0 to 0/800

59.06

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4407

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A/R Khanan Km 0/0 to 5/0

242.81

-

4407

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Retua to Kanodiya Km 1/0 to 3/00

65.63

-

4407

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

144.38

-

4407

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Sabla Pachlasa Talora Km 0/0 to 10/0

433.13

-

4407

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20 mm Thick open graded pre mix carpet using bituminous (viscosity grade/ modified bitumin ) binder using plastic waste Providing and laying open graded premix carpet 20mm thick composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line,grade andlevel to serve as wearing course on a previously prepared base including mixing of aggregate and plastic waste cutting in a hot mix plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finishedto requred level and grade to be followed by seal coat of either type A or type B or Type C as per Mord specification clause 508 ( Bitumen VG 30 ) By Mechanical means,plastic waste @ 8% of Bitumen A/R Bhatwara Km 0/0 to 0/800

3060

-

126

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A/R Khanan Km 0/0 to 5/0

19125

-

126

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

11092.5

-

126

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

47430

-

126

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Palthoor to Nal Fala Km 0/0 to 1/0

3825

-

126

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Retua to Kanodiya Km 1/0 to 3/00

7650

-

126

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

5737.5

-

126

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Sabla Pachlasa Talora Km 0/0 to 10/0

37102.5

-

126

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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 VG30 grade A/R Bhatwara Km 0/0 to 0/800

3060

-

29

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A/R Khanan Km 0/0 to 5/0

19125

-

29

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

11092.5

-

29

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

47430

-

29

... More
Palthoor to Nal Fala Km 0/0 to 1/0

3825

-

29

... More
Retua to Kanodiya Km 1/0 to 3/00

7650

-

29

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

5737.5

-

29

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Sabla Pachlasa Talora Km 0/0 to 10/0

37102.5

-

29

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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 Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

56.25

-

4406

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

56.25

-

4406

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Sabla Pachlasa Talora Km 0/0 to 10/0

168.75

-

4406

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Water Courses 500mm dia Pipes 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 A/R Bhatwara Km 0/0 to 0/800

16.58

-

71

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A/R Khanan Km 0/0 to 5/0

13.32

-

71

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Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

15.5

-

71

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A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

49.7

-

71

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Palthoor to Nal Fala Km 0/0 to 1/0

11.81

-

71

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Retua to Kanodiya Km 1/0 to 3/00

16.25

-

71

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

7.75

-

71

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Sabla Pachlasa Talora Km 0/0 to 10/0

41.94

-

71

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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 stone aggregate 20 mm crusher broken. Katisor to Lapaniya Km 0/0 to 3/500 A/R Bhatwara Km 0/0 to 0/800

10.33

-

2842

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A/R Khanan Km 0/0 to 5/0

15.49

-

2842

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

9.97

-

2842

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

13.22

-

2842

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Palthoor to Nal Fala Km 0/0 to 1/0

10.33

-

2842

... More
Retua to Kanodiya Km 1/0 to 3/00

9.97

-

2842

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

4.45

-

2842

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Sabla Pachlasa Talora Km 0/0 to 10/0

25.82

-

2842

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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). 500 mm dia A/R Bhatwara Km 0/0 to 0/800

15

-

2103

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A/R Khanan Km 0/0 to 5/0

22.5

-

2103

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

15

-

2103

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

37.5

-

2103

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Palthoor to Nal Fala Km 0/0 to 1/0

15

-

2103

... More
Retua to Kanodiya Km 1/0 to 3/00

15

-

2103

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Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

7.5

-

2103

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Sabla Pachlasa Talora Km 0/0 to 10/0

37.5

-

2103

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Road Furniture 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) A/R Bhatwara Km 0/0 to 0/800

2

-

1330

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A/R Khanan Km 0/0 to 5/0

6

-

1330

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

4

-

1330

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

14

-

1330

... More
Palthoor to Nal Fala Km 0/0 to 1/0

2

-

1330

... More
Retua to Kanodiya Km 1/0 to 3/00

3

-

1330

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

3

-

1330

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Sabla Pachlasa Talora Km 0/0 to 10/0

11

-

1330

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Hectometer stone (precast) A/R Bhatwara Km 0/0 to 0/800

3

-

373

... More
A/R Khanan Km 0/0 to 5/0

20

-

373

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

12

-

373

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

50

-

373

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Palthoor to Nal Fala Km 0/0 to 1/0

4

-

373

... More
Retua to Kanodiya Km 1/0 to 3/00

8

-

373

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

6

-

373

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Sabla Pachlasa Talora Km 0/0 to 10/0

40

-

373

... More
Direction and Place Identification Signs upto 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 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 A/R Bhatwara Km 0/0 to 0/800

1.8

-

2894

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A/R Khanan Km 0/0 to 5/0

1.8

-

2894

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

1.8

-

2894

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

3.6

-

2894

... More
Palthoor to Nal Fala Km 0/0 to 1/0

1.8

-

2894

... More
Retua to Kanodiya Km 1/0 to 3/00

1.8

-

2894

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

1.8

-

2894

... More
Sabla Pachlasa Talora Km 0/0 to 10/0

3.6

-

2894

... More
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 A/R Bhatwara Km 0/0 to 0/800

4

-

1791

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A/R Khanan Km 0/0 to 5/0

14

-

1791

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

8

-

1791

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

20

-

1791

... More
Palthoor to Nal Fala Km 0/0 to 1/0

4

-

1791

... More
Retua to Kanodiya Km 1/0 to 3/00

6

-

1791

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

4

-

1791

... More
Sabla Pachlasa Talora Km 0/0 to 10/0

24

-

1791

... More
80 cm x 60 cm rectangular A/R Bhatwara Km 0/0 to 0/800

2

-

1986

... More
A/R Khanan Km 0/0 to 5/0

2

-

1986

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

2

-

1986

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

7

-

1986

... More
Palthoor to Nal Fala Km 0/0 to 1/0

2

-

1986

... More
Retua to Kanodiya Km 1/0 to 3/00

3

-

1986

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

2

-

1986

... More
Sabla Pachlasa Talora Km 0/0 to 10/0

8

-

1986

... 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. A/R Bhatwara Km 0/0 to 0/800

105

-

408

... More
A/R Khanan Km 0/0 to 5/0

162

-

408

... More
Movai Lilvasa Jaspur Chundiyawara Km 0/0 to 3/0

135

-

408

... More
A/R to Nandli Sagora upto Kharodiya Km 0/0 to 11/0

180

-

408

... More
Palthoor to Nal Fala Km 0/0 to 1/0

144

-

408

... More
Retua to Kanodiya Km 1/0 to 3/00

112.5

-

408

... More
Rajiv Gandhi Pathshala to Tokvasa Km 0/0 to 1/500

93.75

-

408

... More
Sabla Pachlasa Talora Km 0/0 to 10/0

540

-

408



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