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₹ 3,23,80,000 
Notes
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Costs

Summary

Try-126 Pudukkottai (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

140

2781

19.87

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Road- C

221.67

4404

19.87

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Road- D

151.67

3013

19.87

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Road- E

210

4172

19.87

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Road- F

175

3477

19.87

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Road- G

156.25

3104

19.87

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Road- H

150

2980

19.87

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Road- I

100

1987

19.87

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Road- J

93.75

1862

19.87

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Road- K

175

3477

19.87

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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

70

141120

2016.01

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Road- B

42

84672

2016.01

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Road- C

66.5

134064

2016.01

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Road- D

45.5

91728

2016.01

... More
Road- E

63

127008

2016.01

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Road- F

52.51

105860

2016.01

... More
Road- G

46.88

94510

2016.01

... More
Road- H

45

90720

2016.01

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Road- I

30

60480

2016.01

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Road- J

28.13

56710

2016.01

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Road- K

52.5

105840

2016.01

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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5

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-

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Road- A

700

53011

75.73

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Road- B

420

31806

75.73

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Road- C

665

50380

75.76

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Road- D

455

34470

75.76

... More
Road- E

630

47728

75.76

... More
Road- F

525

39753

75.72

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Road- G

468.75

35503

75.74

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Road- H

450

34083

75.74

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Road- I

300

22713

75.71

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Road- J

281.25

21296

75.72

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Road- K

525

39758

75.73

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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS 1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

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-

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Road- A

700

11935

17.05

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Road- B

420

7161

17.05

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Road- C

665

11351

17.07

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Road- D

455

7766

17.07

... More
Road- E

630

10754

17.07

... More
Road- F

525

8951

17.05

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Road- G

468.75

7996

17.06

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Road- H

450

7677

17.06

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Road- I

300

5115

17.05

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Road- J

281.25

4795

17.05

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Road- K

525

8951

17.05

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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

6300

153783

24.41

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Road- B

3780

92269

24.41

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Road- C

6335

154700

24.42

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Road- D

3745

91452

24.42

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Road- E

6413.75

156623

24.42

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Road- F

5543.75

135267

24.4

... More
Road- G

5600

136696

24.41

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Road- H

4868.75

118846

24.41

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Road- I

1950

47580

24.4

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Road- J

4968.75

121237

24.4

... More
Road- K

5543.75

135322

24.41

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

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Road- A

83.65

695425

8313.52

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Road- B

37.45

311341

8313.52

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Road- C

84.35

701245

8313.52

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Road- D

44.45

369535

8313.52

... More
Road- E

81.2

675057

8313.52

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Road- F

48.57

403787

8313.52

... More
Road- G

41.08

341519

8313.52

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Road- H

35.07

291555

8313.52

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Road- I

22.5

187054

8313.52

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Road- J

25.32

210498

8313.52

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Road- K

52.51

436542

8313.52

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Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job 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 tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II

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Road- A

210

2244291

10687.1

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Road- B

126

1346574

10687.1

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Road- C

210

2244291

10687.1

... More
Road- D

126

1346574

10687.1

... More
Road- E

211.31

2258291

10687.1

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Road- F

182.06

1945693

10687.1

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Road- G

182.06

1945693

10687.1

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Road- H

159.56

1705233

10687.1

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Road- I

67.5

721379

10687.1

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Road- J

157.5

1683218

10687.1

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Road- K

182.06

1945693

10687.1

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Collection and supply of Carted Earth with an average lead of 1.0km 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 inclduing all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for low berms in accordance with standard specifications as per MORTH vth Rev., 111,112,408, & 900.

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Road- A

220

37144

168.84

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Road- B

132

22286

168.84

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Road- C

219

36975

168.84

... More
Road- D

133

22455

168.84

... More
Road- E

213.62

36067

168.84

... More
Road- F

347

58587

168.84

... More
Road- G

344

58080

168.84

... More
Road- H

303

51158

168.84

... More
Road- I

136

22962

168.84

... More
Road- J

295

49807

168.84

... More
Road- K

347

58587

168.84

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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

-

27439969

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Add GST at 18%

1

-

4939194

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Total Value put to Tender

1

-

32379163

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Negotiated Percentage

1

-

-

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Final Negotiated Value

1

-

-

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Add GST at 18% of Final Negotiated 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

-

27439969

-

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

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-



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