Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Jan 2024
Closing Date24 Jan 2024
Tender Amount₹ 2,51,70,000 
Notes
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Costs

Summary

Try-122 Aranthangi (h) Candm Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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Road F

128.33

2549

19.87

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Road G

128.33

2549

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 C

64.4

133217

2068.6

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Road F

77

159282

2068.6

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Road G

77

159282

2068.6

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Prime coat - Providing and applying prime 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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-

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Road C

644

48808

75.79

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Road F

385

29183

75.8

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Road G

385

29183

75.8

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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 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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Road C

644

10999

17.08

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Road F

385

6575

17.08

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Road G

385

6575

17.08

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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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900

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-

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Road A

9800

239316

24.42

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Road B

7369.46

179962

24.42

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Road C

6356

155277

24.43

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Road D

7000

171010

24.43

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Road E

7102.6

173516

24.43

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Road F

2915

71213

24.43

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Road G

5115

124959

24.43

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Providing and laying 50mm thick Bituminous Macadam using course aggregate and VG 30 bitumen which all consist of construction in a single course base/binder course confirming to the specification on a previously prepared base.(using Mini Hot Mix Plant and power roller) including cost of material,labour charged,rentals for machinery,fuel and all other incidental charges etc.,complete as per clause 504 MORTH Rev-5 (Mix in place method) (For Patch Work)

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Road A

16.39

134794

8224.21

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Road B

17

138819

8165.88

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Road C

15.44

126259

8177.46

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Road D

12.2

100870

8268.06

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Road E

17.3

143241

8279.88

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Advance patch work using 45mm IRC siae HBG metal for making the potholes and patches using VG10 grade bitumen including mix at the rate of 44kg/cum of IRC metal after trimming the pot holes or depression proper shape and depth, side painting with tack coat and compacting the layers as directed by the Engineer and also as per MORTH No111, 112,501, 900

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-

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Road G

11.09

43743

3944.38

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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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Road A

35

293344

8381.28

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Road B

70

586689

8381.28

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Road C

70

586689

8381.28

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Road D

52.5

440017

8381.28

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Road E

70

586689

8381.28

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Road F

41.25

345727

8381.28

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Road G

55

460970

8381.28

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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 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

294

3163983

10761.85

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Road B

221.07

2379122

10761.85

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Road C

210

2259988

10761.85

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Road D

210

2259988

10761.85

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Road E

213.08

2293135

10761.85

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Road F

99

1065423

10761.85

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Road G

165

1775705

10761.85

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Collection and supply of Carted earth with on average lead of 5km 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 and tamping including all tools and plants and all other incidental charges etc., complete for in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 -

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-

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Road A

280

62412

222.9

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Road B

290.7

64797

222.9

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Road C

458.28

102150

222.9

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Road D

300

66870

222.9

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Road E

298.05

66435

222.9

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Road F

120

26748

222.9

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Road G

200

44580

222.9

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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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21326927

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Add GST at 18%

1

-

3838847

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Total Value put to Tender

1

-

25165774

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Quoted Percentage

1

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-

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Quoted Value

1

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-

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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

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21326927

-

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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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