Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date16 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 1,53,55,000 
Notes
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Costs

Summary

Mdu No 087 Tn No 21 2024 25 Hdo Dated 04 09 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD C

77.4

199945

2583.27

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ROAD D

77.39

199919

2583.27

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ROAD E

77.42

199996

2583.27

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ROAD F

77.33

199764

2583.27

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Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM

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-

-

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ROAD A

514.4

41980

81.61

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ROAD B

515.8

42099

81.62

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ROAD C

516

42126

81.64

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ROAD D

515.9

42102

81.61

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ROAD E

516

42115

81.62

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ROAD F

515.5

42085

81.64

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Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111, 112, 501,503, 900- over granular surfaces treated with primer

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-

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ROAD A

514.4

9675

18.81

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ROAD B

515.8

9702

18.81

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ROAD C

516

9711

18.82

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ROAD D

515.9

9704

18.81

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ROAD E

516

9705

18.81

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ROAD F

515.5

9701

18.82

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Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over Bituminous surface

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-

-

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ROAD A

4006.85

108385

27.05

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ROAD B

3234.2

87485

27.05

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ROAD C

2484

67217

27.06

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ROAD D

4509.1

121971

27.05

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ROAD E

3234

87479

27.05

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ROAD F

2484.5

67230

27.06

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Advance patch work using 45 mm IRC size HBG metal for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete, as per MORTH Specification 111,112,501,900 & 3004

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-

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ROAD A

22.5

88605

3938.02

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ROAD B

18.75

74009

3947.17

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ROAD C

15

63773

4251.55

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ROAD D

24.9

98311

3948.26

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ROAD E

18.75

74166

3955.54

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ROAD F

14.4

61436

4266.43

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Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade- 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification no.111,112,501,503,900 - Grading II

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-

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ROAD A

52.92

472328

8925.34

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ROAD B

44.36

395928

8925.34

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ROAD C

31.24

278827

8925.34

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ROAD D

60.31

538287

8925.34

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ROAD E

44.39

396195

8925.34

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ROAD F

31.87

284450

8925.34

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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specificationno.111,112,507,900 complete in all respects - Grading II

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-

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ROAD A

135.64

1518860

11197.73

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ROAD B

112.5

1259744

11197.73

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ROAD C

90

1007795

11197.73

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ROAD D

150.75

1688057

11197.73

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ROAD E

112.5

1259744

11197.73

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ROAD F

90

1007795

11197.73

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Excavation Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification No.111, 112, 301, 305, 900 Formation of Diversion road using Carted earth an average lead of 5 km Lead

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-

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ROAD A

354

84252

238

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ROAD B

297

70686

238

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ROAD C

158

37604

238

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ROAD D

396

94248

238

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ROAD E

297

70686

238

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ROAD F

158

37604

238

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Calculation of SubTotal, GST and Total Amount carried out by system automatically

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-

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Basic cost of value put to tender as per estimate

1

-

13012698

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Add GST at 18%

1

-

2342286

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Total Value put to Tender

1

-

15354984

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Excess/Less Percentage

1

-

-

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Final Value

1

-

-

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Add GST at 18% of Final Value

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Basic cost of value put to tender as per Estimate

-

13012698

-

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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

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