Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date11 Sep 2023
Closing Date27 Sep 2023
Tender Amount₹ 96,70,000 
Notes
Download

Costs

Summary

Try-92 Tiruvarur H C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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Road - B

118.75

2359

19.87

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Road - C

103.75

2061

19.87

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Wet Mix Macadam (Table 400-13) (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, Complete as per clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900.

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Road - A

55.13

160445

2910.31

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Road - B

35.63

103694

2910.31

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Road - C

31.13

90597

2910.31

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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 - over WMM .as per MORT&H Rev. V specifications No.111, 112, 502, 900.

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Road - A

367.5

28238

76.84

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Road - B

356.25

27370

76.83

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Road - C

311.25

23913

76.83

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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 granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900.

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-

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Road - A

367.5

6423

17.48

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Road - B

356.25

6227

17.48

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Road - C

311.25

5440

17.48

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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 surface cleaned with mechanical broom as per clause 503 - over the existing BT surfaces .as per MORT&H Rev. V specifications No.111, 112, 503, 900.

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-

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Road - A

3724

92169

24.75

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Road - B

3537.65

87556

24.75

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Road - C

3677.75

91024

24.75

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Advance Patch work to an average thickness of 50mm using premixed 45mm IRC Metal over the existing BT Surface usingc 44kg of Bitumen of grade 80/100 per cum of chips for premix and consolidation well including cost and conveyance of chips to work site and including cost of Bitumen which shall be procured by the contractor himself and all labour charges tec., complete.

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-

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Road - A

7.8

36231

4645.07

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Road - B

7.21

33440

4638.09

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Road - C

8.03

37187

4631.12

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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 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900

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-

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Road - A

38.29

372264

9722.24

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Road - B

33.11

321903

9722.24

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Road - C

30.87

300125

9722.24

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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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORT&H Rev. V specifications No.111, 112, 507, 900.

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Road - A

122.75

1500567

12224.58

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Road - B

116.81

1427953

12224.58

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Road - C

119.67

1462915

12224.58

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Collection and supply of Carted earth with an average lead of 10km including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900

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-

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Road - A

190.7

55392

290.47

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Road - B

188.25

54680

290.47

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Road - C

197.1

57251

290.47

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RETAINING WALL (CC)

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-

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation.

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-

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Road - D

12.18

2887

237.08

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Road - E

12.18

2887

237.08

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Road - F

12.18

2887

237.08

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Road - G

12.18

2887

237.08

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Road - H

12.18

2887

237.08

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Road - I

12.18

2887

237.08

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Road - J

12.18

2887

237.08

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Road - K

12.18

2887

237.08

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Road - L

12.18

2887

237.08

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Road - M

12.18

2887

237.08

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Road - N

12.18

2887

237.08

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Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for (Footing)

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-

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Road - D

1.74

12191

7006.33

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Road - E

1.74

12191

7006.33

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Road - F

1.74

12191

7006.33

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Road - G

1.74

12191

7006.33

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Road - H

1.74

12191

7006.33

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Road - I

1.74

12191

7006.33

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Road - J

1.74

12191

7006.33

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Road - K

1.74

12191

7006.33

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Road - L

1.74

12191

7006.33

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Road - M

1.74

12191

7006.33

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Road - N

1.74

12191

7006.33

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Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite using M-sand including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for (Below sill)

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-

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Road - D

6.15

50911

8278.24

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Road - E

6.15

49653

8073.8

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Road - F

6.15

49653

8073.8

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Road - G

6.15

49653

8073.8

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Road - H

6.15

49653

8073.8

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Road - I

6.15

49653

8073.8

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Road - J

6.15

49653

8073.8

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Road - K

6.15

49653

8073.8

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Road - L

6.15

49653

8073.8

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Road - M

6.15

49653

8073.8

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Road - N

6.15

50911

8278.24

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Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite using M-sand including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for (Above sill)

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Road - D

10.13

96943

9569.98

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Road - E

10.13

94584

9337.09

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Road - F

10.13

94584

9337.09

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Road - G

10.13

94584

9337.09

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Road - H

10.13

94584

9337.09

... More
Road - I

10.13

94584

9337.09

... More
Road - J

10.13

94584

9337.09

... More
Road - K

10.13

94584

9337.09

... More
Road - L

10.13

94584

9337.09

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Road - M

10.13

94584

9337.09

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Road - N

10.13

96943

9569.98

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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900

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-

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Road - D

3.2

649

203.1

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Road - E

3.2

649

203.1

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Road - F

3.2

649

203.1

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Road - G

3.2

649

203.1

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Road - H

3.2

649

203.1

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Road - I

3.2

649

203.1

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Road - J

3.2

649

203.1

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Road - K

3.2

649

203.1

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Road - L

3.2

649

203.1

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Road - M

3.2

649

203.1

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Road - N

3.2

649

203.1

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Earthwork including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance wit the specifications and the lines grades and cross sections shown in the drawings or as indicated by the Engineeer for Berms (Refilling the excavated earth)

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-

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Road - D

14.17

551

38.95

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Road - E

14.17

551

38.95

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Road - F

14.17

551

38.95

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Road - G

14.17

551

38.95

... More
Road - H

14.17

551

38.95

... More
Road - I

14.17

551

38.95

... More
Road - J

14.17

551

38.95

... More
Road - K

14.17

551

38.95

... More
Road - L

14.17

551

38.95

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Road - M

14.17

551

38.95

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Road - N

14.17

551

38.95

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

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Basic cost of value put to tender as per estimate

1

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8162815

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Add GST at 18%

1

-

1469307

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Total Value put to Tender

1

-

9632122

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Quoted Percentage

1

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-

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Quoted Value

1

-

-

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Add GST at 18% of Final Quoted 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

-

8162815

-

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

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-

-

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Quoted Rate in Words

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