Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 2,02,30,000 
Notes
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Costs

Summary

Try-114 Aranthangi (h) C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

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-

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Road I

57

2330

132854.46

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Prime Coat Over WMM Surface Providing and laying Prime Coat over WMM surface using pressure distributor 7 Kg of Emulsion Bitumen (SS1) 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 502 of MORTH Rev-5

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-

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Road I

570

80

45685.5

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Tack Coat Over Primed Surface Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 2.50 Kg of Bitumen Emulsion (RS1) 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 per clause 503 of MORTH REV 5

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-

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Road I

570

18

10453.8

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Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using pressure distributor 2 Kg of Bitumen Emulsion (RS1) 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 per Clause 503 of MORTH Rev-5

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-

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Road A

2800

26

74676

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Road B

7000

26

186690

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Road C

4200

26

112014

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Road D

2838.8

26

75710.8

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Road E

2297.6

26

61276.99

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Road F

5683.75

26

151585.61

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Road G

5548.8

26

147986.5

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Road H

3789.39

26

101063.03

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Road I

3475.05

26

92679.58

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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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-

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Road A

6.39

8158

52130.51

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Road B

9.45

8158

77094.42

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Road C

4.57

8209

37515.13

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Road D

4.6

8221

37819.82

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Road F

5.81

8477

49256.95

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Road G

13.2

8466

111751.2

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Advance patch work upto 50mm thick 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 H

8.82

3886

34276.81

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Road I

5.69

3915

22277.26

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BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

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-

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Road A

28

8433

236134.08

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Road B

70

8433

590335.2

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Road C

42

8433

354201.12

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Road D

28

8433

236134.08

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Road E

22

8433

185533.92

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Road F

55

8433

463834.8

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Road G

55

8433

463834.8

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Road H

37.5

8433

316251

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Road I

37.32

8433

314733

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BC 30mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 40mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

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-

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Road A

84

10580

888793.92

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Road B

210

10580

2221984.8

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Road C

126

10580

1333190.88

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Road D

85.16

10580

901067.74

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Road E

68.92

10580

729234.25

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Road F

170.51

10580

1804145.85

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Road G

166.46

10580

1761293.28

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Road H

113.69

10580

1202940.25

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Road I

121.35

10580

1283989.79

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections including compaction by power roller shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201 for making up berms using earth from borrow area.

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-

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Road A

80

169

13571.2

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Road B

200

169

33928

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Road C

120

169

20356.8

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Road D

79.6

169

13503.34

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Road E

78.8

169

13367.63

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Road F

197.45

169

33495.42

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Road G

199.4

169

33826.22

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Road H

200

169

33928

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Road I

201.8

169

34233.35

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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

17136791

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Add GST at 18%

1

3084622

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Total Value put to Tender

1

20221413

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Quoted Percentage

1

-

-

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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

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-

17136791

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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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